A STUDY ON THE EMBANKMENT CACULATION METHOD REINFORCED BY GEOTEXTILE IN THE CONSTRUCTION OF HIGHWAY IN VIETNAM
|
|
- Patrick Peters
- 5 years ago
- Views:
Transcription
1 - i - MINISTRY OF EDUCATION AND TRAINING UNIVERSITY OF TRANSPORT AND COMMUNICATION Hao Huynh Ngoc A STUDY ON THE EMBANKMENT CACULATION METHOD REINFORCED BY GEOTEXTILE IN THE CONSTRUCTION OF HIGHWAY IN VIETNAM Major: Construction of hightway and street Code: SUMMARY OF Ph.D THESIS Hanoi, June 2014
2 - ii - This thesis was completed at the university of transport and communication Supervisors: Prof. PhD Phung Vu Dinh PhD Sy Vu Duc Examiner 1: Prof, Dr.Sc Quang Nguyen Van Hanoi Architectural University Examiner 2: Prof, PhD Chuong Do Ba National University of Civil Engineering Examiner 3: Ass.Prof, Dr.Sc Can Nguyen Van Hanoi University of Mining and Geology This thesis is defended at the university of transport and communication on... h,..., Thesis can be found at: 1. National Library 2. Library of the university of transport and communication
3 Publications - iii - 1. Hao Huynh Ngoc MS, Phung Vu Dinh Prof.PhD (2009), Several designing measures using geotextiles in order to stabilize weak soil in the constructing of road and dam, dike. Bridge and Road Magazine, N o. Nov-2009, Page Quang Tran Dinh PhD, Hao Huynh Ngoc MS (2011), Study of the improvement for fabrication and construction of prestressed I beam l = 42m with continous thermo slad based on the construction of Hoa xuan brigde- Danang city, The Transport and communications magazine, N o. Aug-2011, ISSN , Page Hao Huynh Ngoc MS, Phung Vu Dinh Prof.PhD (2013), Probability of instability of backfill construction from design perspective, Bridge and Road Magazine, N o. Aug-2013, ISSN X, Page Hao Huynh Ngoc MS, Phung Vu Dinh Prof.PhD (2013), The stability caculation model of embankment (highways, dikes, dams) reinforced by geotextile thanks to the finite element method and mention pull behaviors of geotextile and relationship between stresses and strains of the contact elements between embankment and geotextile, Bridge and Road Magazine, N o. Nov-2013, ISSN X, Page Hao Huynh Ngoc MS, Vu Duc Sy PhD, Phung Vu Dinh Prof.PhD (2014), Slide curve analysis results of slope stabilization by finite element method (HNH_RESS software) in comparison with analytic method, Bridge and Road Magazine, N o. Jan and Feb-2014, ISSN X, Page
4 - 4 -
5 - 1 - INTRODUCTION 1 - Introduction to the study: Along with the strong growth in the application of new materials technology in the world, Vietnam s also very interested in the study of materials using in geotextile reinforced embankment works roads, dikes and dams. So that, the research methods completing for calculating results for reliability problems embankment reinforced by geotextile in the construction of roads in Vietnam becomes necessary. Within the scope of this study, the author used the finite element method - numerical method has several advantages in the present time to apply the construction algorithm, based on the programming software suit Vietnam and the conditions for a number of research results stability problems, stress - state deformation embankment, proposed making calculations and charts used in utility design. 2 - Reasons for choosing topic : To complete calculation methodology for problem embankment using geotextiles in the construction of highways 3 - Purpose : Develop computational models roadbed embankment reinforced by geotextile, contribute to improve the calculation method actually worked closely with the material and the ability to predict an instability correctly in order to bring high efficiency, ensure technical requirements designed embankment geotextile reinforcement 4 - Research Subjects : The land cover using geotextile in road works background 5 - Scope of the Study : Selection, calculation model building problem embankment geotextile reinforcement. Construction algorithms and computer programs using the finite element method. Look at the problem embankment geotextile reinforcement. 6 - The meaning of scientific and practical subjects : geotextiles is a new material made from synthetic polymer materials or products related to the polymer through different manufacturing technologies together. Since the 70s of last century geotextile fabric was born in the western world. Due to the interesting properties of geotextile Vietnam should have quickly been used to enhance reinforcement load capacity and stability for the construction, especially the building embankments in road and bridge construction and irrigation... The early years of the '90s - last century, geotextiles are widely used in many countries such as France, the Netherlands, the U.S. and Japan, particularly in Southeast Asian countries like Thailand, Philippines, Indonesia, Malaysia,... in our country, geotextile be put to use building the road since 1993 and more using widely. According to a study by experts at home and abroad show geotextile used in the construction of high embankment of earth or embankments on soft soils are effective economic and technical, easy simple in construction, reduced costs from 15-20%, increase quality of use, the life of the facility. Thus the complete study methodology, embankment design using geotextile reinforcement is needed to serve the practical requirements in the integration and
6 - 2 - implementation of industrialization and modernization development of the country CHAPTER 1 OVERVIEW ABOUT USING AND CALCULATION METHODS OF GEOTEXTILE REINFORCEMENT EMBANKMENT 1.1. The study used calculations and embankment geotextile reinforcement at home and abroad Historical development and use of geotextile Introduction : geotextile appear first Bidium trade name in the 60s of the last century in France, but has not been noticed and used very little. Since 1975, the geotextile is more complete study of water from the development phase, calculation methods and construction technology. Geotextile is used for rapid reinforcement enhance the load capacity and stability of the construction work in general and especially the ground up for work in the construction of roads and irrigation. In the 80s of the last century geotextile is widely used in many countries such as France, the Netherlands, the U.S., Japan, China, India, South Korea, especially in Southeast Asia : Thailand, the Philippines, Indonesia, Malaysia,Brunei... In 1993 our country geotextile was first used in the project to upgrade Highway 5 (Ha Noi - Hai Phong ) by the Design Consultant Company KEI - Japanese design with over 500,000 m2 of geotextile is to effectively handle embankment on soft ground. And from 1995 till now, geotextiles have been used a lot with different functions in various projects such as road construction project to upgrade National Highway 1, QL10, QL18, NH3, highway 51, QL32, QL38, QL39 and in construction projects like highways : highways Ho Chi Minh City - Trung Luong, Thang Long Boulevard ( away from Lang Hoa Lac ), high speed Hanoi - Hai Phong Expressway Gie - Ninh Binh, Noi Bai - Lao Cai Highway Long Thanh - Dau Giay Expressway and Ben Luc - Long Thanh Classification of geotextile [14], [28], [29], [30] Based on the fabrication technology, geotextiles are classified into two types : woven geotextile and silk geotechical kind of non-woven. Some evaluation criteria geotextile : Appendix 1 : Table 1.3 introduces the main physical and mechanical by application of geotextiles ; Table 1.4 specifications polyfelt TS nonwovens ; Table 1.5 and Table 1.6 non-woven geotextile HD - Vietnam [ 50 ] The function of geotextile [13], [14], [27], [31], [34], [35], [36], [38], [44], [56], [58], [61], [62], [63], [66], [68]. 1. functional separation between the layers of material together ( separation ) Geotextile separation layer is made between the buffer layer of sand and mud below, separated between subgrade below ( subbase ) and the bottom layer of pavement covered with sand on top. 2. Functional soft soil reinforcement (reinforcement) For high embankments on soft ground, it reaches a certain height sliding platform will emerge - the whole
7 - 3 - block sliding, sliding local slope should therefore use geotextile TECHNICAL reinforcement. Geotextile can also be used in case of reinforced soil need not weak but the background causeway. 3. Geotextile reinforcement retaining wall (wall soft key) to increase the ability to land up tall retaining wall, or steep to 900 degrees, people use geotextile wall build certainly unsatisfactory medium height wall covering, durability and use landscaping aesthetics but cheaper from 25 % to half of the reinforced concrete wall [14], [19], [34], [44], [45]. 4. Function filtering, drainage behind the retaining wall ( drainage ) ( or a system of underground drainage embankment works on traffic, irrigation... ), was previously used as filter bed material particle counter - with a grading of certain materials. For the first time in Vietnam, the filtering function, drainage was used in the retaining wall of the path to the bridge on National Road 1, Tan Thinh, Hanoi - Lang Son. 5. Geotextile to function absorbent They lowered groundwater levels using geotextile wrap small aggregate materials for drainage, underground drainage pipe wrap before sanding, enveloping material macadam when no drainage tube, which take the form of crushed stone material cut trapezoidal openings no drainage pipe, make waterproof layer functions to lower groundwater levels. 6. Protection, erosion control embankment dykes and dams and roof slope erosion Geotextile is used for erosion control function [ 31 ], protecting eroded slopes not to damage the roadbed, the ditch along the road, slope erosion control line, dikes, dams, bottom of the canal, filling the polder areas, riverine lake embankment, slope areas upstream and downstream river, especially through space segment of river basin narrow bridge... eg erosion in the upper and downstream of the bridge : Phu Dong bridge ( over the river road), Nhu Nguyet bridge ( over the river bridge ), Suong Giang bridge ( over the River Trade) on National Highway 1, Hanoi - Lang Son. 7. Geotextile tubes geotechnical work (Geosolution SI) [35] Geotextile tubes used are diverse with many different forms : people unfortunately get into geotextile tubes and fill with sand, lined shore erosion protection levees, buildings along the coast sea The construction projects have used geotextiles in Vietnam 1. With geotextile separation layer functions as project to upgrade Highway 5 in the year , expanding the old road surface by 20 meters on the main embankment. It separates the function of geotextile, road systems in urban areas Trung Hoa - Nhan Chinh (Hanoi), before spreading the layer of macadam people to spread a layer of geotextile Specifications for separating the sand embankment that separates below the mixed layer between the sand and stone chips easily lead to unstable surface. With this function geotextile was also used in the upgrade of Highway 5, National Highway 1, QL10, QL18 and some highways such as
8 - 4 - Highway District. Ho Chi Minh City - Trung Luong ; Gie - Ninh Binh, Noi Bai - Lao Cai, Ha Noi - Hai Phong, Ha Noi - Thai Nguyen... Also geotextile is used in landfills to make division between land and the class rubbish such as landfill bottom liner Tam Tan (Cu Chi, Ho Chi Minh City, 2011), landfill Bo Trach district (Quang Binh), landfill Nhon district (Binh Dinh), Hung Yen city landfill Geotextile reinforcement function embankment on soft soil : In the years , before the construction of embankments online Troi - Vu Oai [ 40 ], grade III Delta (Quang Ninh), chaired set design was used 2, 3 layers of geotextile separation layer by doing medium duty reinforcement for embankment on soft soil. Also in 2002, on National Highway 1 bypass the city of Vinh [ 39 ] design chair used as geotextile separation layer between the soft soil at a depth of 80cm and digging up sand poured on. Then continue to use 3 more geotextile layers, each layer separated by 40cm to reinforcement training background ( 80cm ) and section 4 5 m high embankment. Two works have exploited so far ( 2013 ) is more than 10 years, very good quality. This is the process of using geotextiles to handle embankment on soft soil for the first time in Vietnam, simple construction, reduced construction costs. Two works make a good premise for the use of geotextiles for reinforcement of soft soil embankment on many other road construction projects such as highways, Ho Chi Minh City - Trung Luong, Gie - Ninh Binh, Ha Noi - Thai Nguyen, Noi Bai - Lao Cai,. 3. Geotextile for erosion control functions When slope embankment built to protect the coastline of Bai Chay - Quang Ninh, geotextiles are used to spread on the embankment slope surface, then place over the stones deck form concrete brick cement to prevent erosion of the dam due to heavy pressure waves. Also geotextile was also used to protect, reinforced slope reservoirs such as reservoir park Lao Cai city center ( designed in 2000 by the Department of Transportation as an investor in Lao Cai ), two lakes Regulators at the National Conference Center - Hanoi, designed by the German Advisory also used as geotextile layer of protection against erosion. National Highway 1 Improvement Project paragraph Hanoi - Lang Son PMU18 represented by the investor, in the period leading to the Phu Dong Bridge ( River road), As for the Moon ( The River ), Xuong Giang Bridge ( River Trade), one also used geotextile layer to protect against river erosion in the upper two side roofs - three downstream of the bridge. 4. Geotextile material is used instead of filter layer upside down on National Highway 1 bridge, Tan Thinh - town ( Lang Giang, Bac Giang ) section between Tan Thinh bridge and railway bridge ( the old National Road 1 ) length of 80m people built construction of reinforced concrete retaining walls with a height H = 7.2 m in At the bottom of the side walls of poured gravel embankment was then coated with a layer that geotextile before covering background material to replace the filter bed to the opposite wall at the foot drainage.
9 The calculation method geotextile reinforcement embankment: The analytic methods reinforced embankment calculated to assess stability using limit equilibrium methods ( force or torque ) and is accompanied by is the use of partial coefficients, respectively [15], [63] Methods of analytical calculations have reinforced embankment on soft ground [ 2 ], [ 3 ], [ 7 ], [ 9 ], [ 15 ], [ 16 ], [ 17 ], [ 21 ], [ 32 ], [ 33 ], [ 35 ], [37] : Reinforcement is placed in the internal ground and even in body embankment, to prevent damage due to shear through the embankment itself or in shear zones soft soil. 1. Locally stable [7], [15], [32], [33] : Check the local stability of the embankment slope under the following inequality : (1.1) H : height embankment ; Ls : length of horizontal side slope (the slope foot width) ; φ'cv : friction angle of embankment materials at large deformation effective stress conditions ; fms : partial material factor applied to φ'cv tg ( fms = 1 ). 2. Stable circular slide (sliding surface analysis method) : analysis of sliding surface method is used most commonly in circular sliding stability calculations for embankment using reinforced embankment placed at the bottom. The torque caused by the land sliding and load M D as : (1.2) M RS torque by keeping the land : Torque remains enhanced by keeping M RR : (1.4) in which: ffs is the partial load factor of unit weight of soil ; wi : the weight of soil column i ; bi : the ith soil column width ; αi : angle tangential bottom soil column with the ith lateral Rd : radius circular slip ; fms : partial material factor applied to tgφ'cv ; φ'cv : friction angle at the base construction material in large deformation effective stress conditions ; ui : pore-water pressure effects on the ith sliding piece Troj traction required for 1 meter long embankment at each point along the bottom of the embankment j is defined as : (1.5) Among them : YJ arm is in the vertical direction of the torque to the dangerous sliding surface at the center point on the bottom of the embankment j ; MRRj : largest holding torque by strengthening core at point j on the bottom of embankment ; MDJ : maximum torque slip at the bottom of the embankment j (human factor has been) ; M RS j : keeping the largest torque generated by the soil at the bottom of the embankment point j (human factor has been) Method of computation analysis on reinforced soil embankment good natural 1. Where the external stability of one or more results to sabotage occurs, treatment options may ways, such as reducing roof slope embankment, increasing the width column layout, using quality packing material good quality, enhanced by the foundation soil reinforcement measures, counter pressure pad,
10 - 6 - packing material used is lightweight, reinforced combinations in various high level, more layout drainage system to reduce pressure pore water pressure, or combined treatment options in [15], [32]. 2. Internal stability [ 15], [32], [33], [35], [57], [53], [63] The method of calculating reinforced embankment on the basis of gender balance method and use the term partial coefficients corresponding to limit state are calculated. Includes : a. Method two wedge blocks ( slip surfaces kinked shape ) [12], [15] Driving forces synthesis ( synthetic human disturbance ) in the case of a slope no more subject to external load is calculated as : ( 1.7 ) Among them : the human R h disturbing synthesis of 1m length along the slope ; ffs is the partial factor applied to the unit weight of the soil, K is the ratio of stress ( pressure ) horizontal and vertical stress ; ɣ is the unit weight of the soil ; H is the height of embankment. To pull off being reinforced, reinforced distance vertically is determined from the expression: (1.8) Among them : Svj gap remains vertical in slope at j ; Tj is the greatest traction in the 1 m core length in slope at j ; ffs the partial load factor applied to the weight unit volume of soil, hj is the height of the embankment on the slope j ; f q is the partial load factor applied to the external load, ws is the external load due to static load ( evenly distributed on the surface at structure [ 15, p. 10 ] ). Paragraph anchor Lej not happen to slip reinforcement is determined from the limit state vandalism, anchor length remains satisfied [ 15, p. 118 ]. (1.9) Among them : L ej is reinforced anchor length minimum calculated at j ; fp : partial factor control remains pulled slip phenomenon, fn : partial coefficient control works damaged due cause ; fms : partial factor applied to tgφ'p and c ', ws : external load, α ' : interaction coefficient indicates the relationship between power and ground anchor reinforced with tgφ'p ; φ'p : corner resistance biggest cut of fill materials ; αbc ' : stickiness factor denotes an anchor link between soil health - reinforced with c ' c ' : effective cohesion of the packing material. Comment crease sliding surface method - The method of calculating " wedge block two " not consider the effects of horizontal thrust due to the inclination of the upper surface created ( only considering the vertical force is the weight soil ). " Block wedge two part " is a general form of the limit equilibrium method. This method has the advantage of simplicity, the present destructive potential can determine the approximate gradually in a wide range. In addition, this method is also easy to set up a loop calculation program on your computer. Crease sliding surface method is used in
GEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE
GEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE Prof. J. N. Mandal Department of civil engineering, IIT Bombay, Powai, Mumbai 400076, India. Tel.022-25767328 email: cejnm@civil.iitb.ac.in Module - 7
More informationCitation Vietnamese Academy of Science and T P.101-P
Title HANOI'S OPEN SPACE AND GREEN AREAS DEVELOPMENT AND PLANNING PROCESS Author(s) Nguyen, Bao Lam Annual Report of FY 2005, The Core Citation between Japan Society for the Promo Vietnamese Academy of
More informationApplication of GIS and Remote Sensing for Identifying Flood Risk in Ho Chi Minh City, Vietnam
Application of GIS and Remote Sensing for Identifying Flood Risk in Ho Chi Minh City, Vietnam Vo Le Phu and Luu Dinh Hiep Faculty of Environment Ho Chi Minh City University of Technology volephu@hcmut.edu.vn
More informationLoad-Carrying Capacity of Stone Column Encased with Geotextile. Anil Kumar Sahu 1 and Ishan Shankar 2
Load-Carrying Capacity of Stone Column Encased with Geotextile Anil Kumar Sahu 1 and Ishan Shankar 2 1 Professor, Department of Civil Engineering, Delhi Technological University, Delhi, India (sahuanilkr@yahoo.co.in)
More informationCONTENTS PAGE. INTRODUCTION A. GEOSYNTHETIC SOLUTIONS PVD, PHD + Vacuum Consolidation Geotextile Geogrid Geotube Geobag
GEOSYNTHETICS-ENVIRONMENT CONTENTS INTRODUCTION A. GEOSYNTHETIC SOLUTIONS PVD, PHD + Vacuum Consolidation Geotextile Geogrid Geotube Geobag B. ENVIRONMENTAL SOLUTIONS Silt protector HDPE Geomembrane Geosynthetics
More informationHYDRAULIC DESIGN involves several basic
Chapter 6 Tools for Hydr draulic and Road Design HYDRAULIC DESIGN involves several basic concepts that must be considered to build successful projects with a minimum risk of failure (Photo 6.1). Use of
More informationIntroduction. Functions of Non woven Geotextile (TechGeo) Separation. Filtration. Drainage. Containment. Tech Geo. . Geotextile Overview
Introduction Nonwoven Geotextile (TechGeo) - Functions & Applications TechGeo is made from the highest quality PP fibers. It is a Nonwoven Geotextile, needle punched to form a strong fabric that relates
More informationHoChiMinh City University of Natural Resources and Environment (H C M UNR E)
HoChiMinh City University of Natural Resources and Environment (H C M UNR E) Nguyen Thi Van Ha ntvha@hcmunre.edu.vn 10/9/2014 1 INTRODUCTION HCMUNRE is a public university Directly under Ministry of Natural
More informationGEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE
GEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE Prof. J. N. Mandal Department of Civil Engineering, IIT Bombay, Powai, Mumbai 400076, India. Tel.022-25767328 email: cejnm@civil.iitb.ac.in Module - 8
More informationCivil engineering Fibertex Geotextiles
C O N S T R U C T I O N 100.06 Civil engineering C O N S T R Constructing with Fibertex offers a full range of nonwoven geotextiles designed for use in many different foundation structures within civil
More informationGEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE
GEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE Prof. J. N. Mandal Department of Civil Engineering, IIT Bombay, Powai, Mumbai 400076, India. Tel.022-25767328 email: cejnm@civil.iitb.ac.in Module-11 LECTURE-
More informationFull Scale Model Test of Soil Reinforcement on Soft Soil Deposition with Inclined Timber Pile
Full Scale Model Test of Soil Reinforcement on Soft Soil Deposition with Inclined Timber Pile Suheriyatna 1, L. Samang 2, M. W. Tjaronge 3 and T. Harianto 4 1 Doctoral Student, Department of Civil Engineering,
More informationAnalysis of Embankments with Different Fill Materials using Plaxis-2D
Analysis of Embankments with Different Fill Materials using Plaxis-2D A.Laxminarayana 1, M. Naresh 2 1 PG Student, Department of civil engineering, JNTUH, Hyderabad, Telangana, India 2 Assistant Professor,
More informationAPPLICATIONS IN FILTRATION AND DRAINAGE & EROSION CONTROL
Lecture 36 APPLICATIONS IN FILTRATION AND DRAINAGE & EROSION CONTROL Prof. G L Sivakumar Babu Department of Civil Engineering Indian Institute of Science Bangalore 560012 Geotextile filter requirements:
More informationEROSION & SEDIMENT CONTROL
EROSION & SEDIMENT CONTROL 1 EROSION & SEDIMENT CONTROL Effective Soil & Water Protection Whether you want to prevent soil erosion caused by rain, water and wind, or protect waterways from inevitable build
More informationTAM KY S MASTERPLAN TOWARDS GREEN GROWTH
TAM KY S MASTERPLAN TOWARDS GREEN GROWTH www.themegallery.com Company Logo 1 I. OVERVIEW OF TAM KY 1 Geography - Quang Nam s Tam Ky City consists of 9 wards and 4 communes, covering an area of 92,8km 2
More informationStudy on Effect of Water on Stability or Instability of the Earth Slopes
International Research Journal of Applied and Basic Sciences 2014 Available online at www.irjabs.com ISSN 2251-838X / Vol, 8 (9): 1482-1487 Science Explorer Publications Study on Effect of Water on Stability
More informationSoil Strength and Slope Stability
Soil Strength and Slope Stability J. Michael Duncan Stephen G. Wright @ WILEY JOHN WILEY & SONS, INC. CONTENTS Preface ix CHAPTER 1 INTRODUCTION 1 C HAPTER 2 EXAMPLES AND CAUSES OF SLOPE FAILURE 5 Examples
More informationSubject Name: RESERVOIR AND FARM POND DESIGN (2+1) CONTENTS
Subject Name: RESERVOIR AND FARM POND DESIGN (2+1) CONTENTS (Name of Course Developer: Prof. B. C. Sahoo and Prof. S. N. Panda, AgFE Department, IIT Kharagpur, Kharagpur 721 302) Module 1: Fundamentals
More informationGEOSYNTHETICS PRODUCT OVERVIEW
GEOSYNTHETICS PRODUCT OVERVIEW Geosynthetics Aerospace Composites Armour Composites Protective & Outdoor Fabrics Industrial Fabrics Synthetic Grass Why TenCate Geosynthetics? TenCate offers a full range
More informationCivil engineering Fibertex Geotextiles
C O N S T R U C T I O N 100.01 Civil engineering C O N S T R Constructing with Since the 1960s, nonwoven geotextiles have been used in many different foundation structures within civil engineering works.
More informationSUBGRADE IMPROVEMENT OF CLAYEY SOIL WITH THE USE OF GEOTEXTILES
SUBGRADE IMPROVEMENT OF CLAYEY SOIL WITH THE USE OF GEOTEXTILES 1 Soma Prashanth Kumar, 2 Mohammed Asif T L, 3 Mane S R Rohith 1 Assistant Professor, Department of Civil Engineering, JBIET, Moinabad, (India)
More information511 - RIP RAP - OPSS 511 ROCK PROTECTION - OPSS 511 GRAVEL SHEETING - OPSS 511 GEOTEXTILE - OPSS 511
511 - - OPSS 511 ROCK PROTECTION - OPSS 511 GRAVEL SHEETING - OPSS 511 GEOTEXTILE - OPSS 511 511.1 GENERAL 511.1.1 Rip Rap 511.1.2 Rock Protection Excavation for placing Rip Rap, Rock Protection and Gravel
More informationDRAFT ONONDAGA LAKE CAPPING AND DREDGE AREA AND DEPTH INITIAL DESIGN SUBMITTAL H.3 STATIC SLOPE STABILITY ANALYSES
DRAFT ONONDAGA LAKE CAPPING AND DREDGE AREA AND DEPTH INITIAL DESIGN SUBMITTAL H.3 STATIC SLOPE STABILITY ANALYSES Parsons P:\Honeywell -SYR\444576 2008 Capping\09 Reports\9.3 December 2009_Capping and
More information3.7 TOD Concept Plans in South Urban Cluster
3.7 TOD Concept Plans in South Urban Cluster 3.7.1 Approach 1) Area Characteristics (a) Area Coverage and Profile 3.249 South Urban Cluster is composed of the southeastern part of Dong Da District, the
More informationGEOTEXTILE DEFORMATION ANALYSIS OF GEOSYNTHETIC CLAY LINERS WITH FEM
Geotextile deformation analysis of Geosynthetic Clay Liners under high hydraulic heads with Finite Element Method VII International Conference on Textile Composites and Inflatable Structures STRUCTURAL
More informationGeosynthetics and Their Applications
GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES Different Types of Geosynthetics and Their Applications K. Rajagopal, Professor Department of Civil Engineering IIT Madras, Chennai e-mail: gopalkr@iitm.ac.inac
More informationBest Light for Life. Van My Khanh Co.
Best Light for Life Van My Khanh Co. Van My Khanh Co. Ltd. 8 Years in Lighting o Specializing in LED Good Business o Trust for quality products o Competitive price o After sales customer service & warranty
More informationThis document downloaded from vulcanhammer.net vulcanhammer.info Chet Aero Marine
This document downloaded from vulcanhammer.net vulcanhammer.info Chet Aero Marine Don t forget to visit our companion site http://www.vulcanhammer.org Use subject to the terms and conditions of the respective
More informationAssessment of Geotextile Reinforced Embankment on Soft Clay Soil
Assessment of Geotextile Reinforced Embankment on Soft Clay Soil M. Siavoshnia*, F. Kalantari and A. Shakiba Corresponding author: Civil Engineering Faculty, Neyaiesh Complex, Tehran Central Branch, Islamic
More informationCOIR GEOTEXTILES. Er. Sheela Mary Cherian, M.Tech, Assistant Executive Engineer. Woven coir netting / Mesh matting used as geotextiles
COIR GEOTEXTILES Er. Sheela Mary Cherian, M.Tech, Assistant Executive Engineer. Coir is a biodegradable organic fibre material which is coarse, rigid and strong. The constituents of coir have been found
More informationA DETAILED ANALYSIS OF SLOPE STABILITY USING FINITE ELEMENT METHOD (FEM)
A DETAILED ANALYSIS OF SLOPE STABILITY USING FINITE ELEMENT METHOD (FEM) S. Halder 1*, M. O. Imam 2 & M. S. Basir 1 1 Department of Civil & Water Resources Engineering, Chittagong University of Engineering
More informationGeosynthetics for Erosion Control and Reinforcement
Geosynthetics for Erosion Control and Reinforcement Stan Boyle, Ph.D., P.E. Shannon & Wilson, Inc. What are Geosynthetics? Geosynthetics are (generally) polymeric products used in civil engineering applications.
More informationGEOSYNTHETIC-STABILIZED VEGETATED EARTH SURFACES FOR ENVIRONMENTAL SUSTAINABILITY IN CIVIL ENGINEERING JIE HAN PH.D.
GEOSYNTHETIC-STABILIZED VEGETATED EARTH SURFACES FOR ENVIRONMENTAL SUSTAINABILITY IN CIVIL ENGINEERING JIE HAN PH.D., PE, PROFESSOR JUN GUO, RESEARCH ASSISTANT THE UNIVERSITY OF KANSAS, USA OUTLINE OF
More informationGEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE
GEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE Prof. J. N. Mandal Department of Civil Engineering, IIT Bombay, Powai, Mumbai 400076, India. Tel.022-25767328 email: cejnm@civil.iitb.ac.in Module - 2
More informationGUIDE FOR SELECTING AN APPROPRIATE METHOD TO ANALYZE THE STABILITY OF SLOPES ON RECLAIMED SURFACE MINES 1
GUIDE FOR SELECTING AN APPROPRIATE METHOD TO ANALYZE THE STABILITY OF SLOPES ON RECLAIMED SURFACE MINES 1 John J. Bowders, Jr. and Sun Chai Lee 2 Abstract: Geotechnical engineers have long Recognized the
More informationCHAPTER 8 SLOPE STABILITY ANALYSIS
TM 5-818-1 / AFM 88-3. Chap. 7 CHAPTER 8 SLOPE STABILITY ANALYSIS 8-1. General. This chapter is concerned with characteristics and critical aspects of the stability of excavation slopes; methods of designing
More informationImprovement of Granular Subgrade Soil by Using Geotextile and Jute Fiber
International Journal of Science, Technology and Society 2015; 3(5): 230-235 Published online August 3, 2015 (http://www.sciencepublishinggroup.com/j/ijsts) doi: 10.11648/j.ijsts.20150305.12 ISSN: 2330-7412
More informationNumerical Analysis of Leakage through Geomembrane Lining Systems for Dams
The First Pan American Geosynthetics Conference & Exhibition 25 March 2008, Cancun, Mexico Numerical Analysis of Leakage through Geomembrane Lining Systems for Dams C.T. Weber, University of Texas at Austin,
More informationTable 4.22 Demand Outlook of Bac Cau Long Bien Station Area (V5)
4.3. Concept Plans of Phase1 Station Areas 4.3.1 Bac Cau Long Bien station area (Line1-V5) 4.28 Bac Cau Long Bien Station will be only the station where is easily access to riverside of Red River. Passengers
More informationSoil Stabilization by Using Fly Ash
IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-issn: 2278-1684,p-ISSN: 2320-334X, Volume 13, Issue 6 Ver. VII (Nov. - Dec. 2016), PP 10-14 www.iosrjournals.org Soil Stabilization by Using
More informationSouth Fraser Perimeter Road (SFPR)
MSE WALLS & SLOPES PROJECT PROFILE South Fraser Perimeter Road (SFPR) Nilex provides multiple solutions for the new four-lane highway along Vancouver s Fraser River. LOCATION: Delta and Surrey, British
More informationTRANSPORT AND URBAN DEVELOPMENT
The Study on Urban Transport Master Plan and Feasibility Study in HCM Metropolitan Area (HOUTRANS) TRANSPORT AND URBAN DEVELOPMENT TDSI South & JICA Study Team 1. Objectives and Methodology of Analysis
More informationExperimental tests for geosynthetics anchorage trenches
Experimental tests for geosynthetics anchorage trenches Girard H. Cemagref, Bordeaux, France Briançon L Cnam, Paris, France Rey E. Cnam, Paris, France Keywords: geosynthetics, anchorage trench, full-scale
More informationEARTH STABILIZATION GEOSYNTHETIC SOLUTIONS
EARTH STABILIZATION GEOSYNTHETIC SOLUTIONS A FULL LINE OF GEOSYNTHETIC SOLUTIONS As one of the largest manufacturer of geosynthetics in the world, we are focused on providing superior performance every
More informationSlope Stability Analysis
Slope Stability Analysis Vivek Assist. Professor, Civil Engineering, Lovely Professional University Phagwara, India Mandeep Multani Head of dept., Civil Engineering, Lovely Professional University Phagwara,
More informationJ. K. Gupta, Scientist D, Bureau of Indian Standards
Standardization in the field of Geotech 3 RD NATIONAL CONCLAVE ON STANDARDS FOR TECHNICAL TEXTILES 2 & 3 NOV 2017, NEW DELHI J. K. Gupta, Scientist D, Bureau of Indian Standards GEOTECH SECTOR AT A GLANCE
More information[Gupta* et al., 5(7): July, 2016] ISSN: IC Value: 3.00 Impact Factor: 4.116
[Gupta* et al., 5(7): July, 6] ISSN: 77-9655 IC Value: 3. Impact Factor: 4.6 IJESRT INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY EFFECT OF DENSITY AND MOISTURE ON THE SLOPE STABILITY
More informationB511 - RIP-RAP, ROCK PROTECTION AND GRANULAR SHEETING - OPSS 511
B511 - - OPSS 511 511.1 GENERAL 511.1.1 Rip-Rap Excavation for placing rip-rap, rock protection, and granular sheeting is part of each individual tender item. Rip-rap is a special application of rock protection.
More informationYEAR 20 - SEPTEMBER SPECIAL EDITION INDEPENDENT JOURNAL FOR THE GEOART SECTOR
YEAR 20 - SEPTEMBER 2016 - SPECIAL EDITION INDEPENDENT JOURNAL FOR THE GEOART SECTOR 6 th EuroGeo Conference 25-28 September 2016 Ljubljana - Slovenia Geomembrane systems in The Netherlands and abroad
More informationCHAPTER 4 EXPERIMENTAL WORK 4.1 GENERAL
CHAPTER 4 EXPERIMENTAL WORK 4.1 GENERAL In the present chapter engineering properties of subgrade soils, moorum and aggregate used in the investigation are presented. The details of geotextiles and geogrids
More informationIntroduction To Geosynthetics In Transportation
Module 1 Separation, Stabilization & Base Reinforcement Introduction To Geosynthetics In Transportation Prepared by July 2007 For the Local Technical Assistance Program The Geosynthetic Materials Association
More informationAASHTO M Subsurface Drainage
Subsurface Drainage Description: This specification is applicable to placing a geotextile against the soil to allow long-term passage of water into a subsurface drain system retaining the in -situ soil.
More informationEffect of Placement of Footing on Stability of Slope
Scientific Journal of Impact Factor (SJIF) : 3.134 ISSN (Print) : 2348-6406 ISSN (Online): 2348-4470 International Journal of Advance Engineering and Research Development Effect of Placement of Footing
More informationEAT 212 SOIL MECHANICS
EAT 212 SOIL MECHANICS Chapter 4: SHEAR STRENGTH OF SOIL PREPARED BY SHAMILAH ANUDAI@ANUAR CONTENT Shear failure in soil Drained and Undrained condition Mohr-coulomb failure Shear strength of saturated
More informationGEOTEXTILE TUBES AS ECONOMICAL AND ENVIRONMENTAL REPLACEMENT OF ROCKFILL FOR CONSTRUCTION OF POLDER DIKE IN SAEMANGEUM PROJECT, KOREA
GEOTEXTILE TUBES AS ECONOMICAL AND ENVIRONMENTAL REPLACEMENT OF ROCKFILL FOR CONSTRUCTION OF POLDER DIKE IN SAEMANGEUM PROJECT, KOREA WEDA 33 rd Technical Conference & Texas A&M 44 th Annual Dredging Seminar
More informationModified geotextile tube a new geotextile tube for optimized retaining efficiency and dewatering rate
Modified geotextile tube a new geotextile tube for optimized retaining efficiency and dewatering rate Hyeong-Joo Kim 1), Tae-Woong Park 2), Sung-Gil Moon 3), Hyeong-Soo Kim 4), Ri Zhang 5), and *Peter
More informationProf. B V S Viswanadham, Department of Civil Engineering, IIT Bombay
22 Module 5: Lecture -4 on Stability of Slopes Sudden drawdown Determination of most critical slip surface Criteria for most critical slip surface = Minimum factor of safety Trial and error approach involves
More informationTHE OBJECTIVES OF ROUTINE ROAD CUTS AND FILLS
Chapter 11 Slope Stabiliza bilization and Stability of Cuts and Fills THE OBJECTIVES OF ROUTINE ROAD CUTS AND FILLS are 1) to create space for the road template and driving surface; 2) to balance material
More informationPERMANENT SEEDING. Overview of Sedimentation and Erosion Control Practices. Practice no. 6.11
Overview of Sedimentation and Erosion Control Practices Practice no. 6.11 PERMANENT SEEDING Permanent vegetation controls erosion by physically protecting a bare soil surface from raindrop impact, flowing
More informationStructural Storm Water Best Management Practices (BMPs)
Structural Storm Water Best Management Practices (BMPs) Storm Water Permitting: The SWPPP Revealed By Deron Austin, PE January 11, 2006 3:30-5:00 PM Orlando, Florida Presentation Outline Preface About
More informationCOHESIONLESS SOIL PROPERTIES IMPROVEMENT USING BENTONITE
COHESIONLESS SOIL PROPERTIES IMPROVEMENT USING BENTONITE Khalida A. Daud Department of Architectural Engineering, Al-Nahrain University, Baghdad, Iraq E-Mail: khalida_dwd@yahoo.com ABSTRACT Construction
More informationdisaster reduction S. Akutagawa u.ac.jp
Asian Conference on Disaster Reduction 2016 25 26 February 2016, Phuket, Thailand On Site Visualization as a new monitoring scheme for disaster reduction S. Akutagawa cadax@kobe u.ac.jp Professor, Department
More informationTenCate Solutions for Infrastructure
TenCate Solutions for Infrastructure Protective Fabrics Space Composites Aerospace Composites Advanced Armour Geosynthetics Industrial Fabrics Grass Polyfelt Nonwoven Geotextiles Subgrade separation Coastal
More informationSlope stability assessment
Engineering manual No. 25 Updated: 03/2018 Slope stability assessment Program: FEM File: Demo_manual_25.gmk The objective of this manual is to analyse the slope stability degree (factor of safety) using
More informationAdvanced Foundation Engineering. Soil Exploration
Shahrood University of Technology Department of Geotechnical Engineering Advanced Foundation Engineering Soil Exploration Mohsen Keramati, Ph.D. Assistant Professor 1 - Introduction The field and laboratory
More informationRole of Land Use and Planning in Suistainable Transport Development
Transport Enviroment Research and Sustainable Development Institute Director Dr. Nguyễn Quang Báu Role of Land Use and Planning in Suistainable Transport Development Content I. The current situation of
More informationKeywords: slope stability, numerical analysis, rainfall, infiltration. Yu. Ando 1, Kentaro. Suda 2, Shinji. Konishi 3 and Hirokazu.
Proceedings of Slope 25, September 27-3 th 25 SLOPE STABLITY ANALYSIS REGARDING RAINFALL-INDUCED LANDSLIDES BY COUPLING SATURATED-UNSATURATED SEEPAGE ANALYSIS AND RIGID PLASTIC FINITE ELEMENT METHOD Yu.
More informationUrban Conservation Practice Physical Effects ESTABLISHMENT, GROWTH, AND HARVEST NUTRIENT MANAGEMENT
NOT WELL 800 - Urban Stormwater Wetlands A constructed system of shallow pools that create growing conditions for wetland plants to lessen the impacts of stormwater quality and quantity in urban areas.
More informationLIST OF INVESTORS IN HIEP PHUOC INDUSTRIAL PARK
1 HOLCIM VIETNAM CEMENT CO., LTD Grinding and bagging cement 2 PHU NHUAN SERVICE JOINT STOCK Production of electronic equipment 3 E ENGINEERING CO., LTD Repair of marine equipment 4 BINH KHANH TRADING
More informationAvailable online at ScienceDirect. Procedia Engineering 125 (2015 )
Available online at www.sciencedirect.com ScienceDirect Procedia Engineering 125 (2015 ) 331 337 The 5th International Conference of Euro Asia Civil Engineering Forum (EACEF-5) Effect of Area Development
More informationgeotextiles bidim Nonwoven polyester geotextile Made in Australia Designed for performance RECYCLED Quality ISO 9001
geotextiles bidim Nonwoven polyester geotextile Made in Australia Designed for performance Quality ISO 9001 RECYCLED INTRODUCTION The use of geotextiles in construction projects around the world has grown
More informationGEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE
GEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE Prof. J. N. Mandal Department of Civil Engineering, IIT Bombay, Powai, Mumbai 400076, India. Tel.022-25767328 email: cejnm@civil.iitb.ac.in Module-12 LECTURE-
More informationCharudatta R. Prayag Deputy Director Ahmedabad Textile Industry s Research Association Ahmedabad
Introduction to Geotextiles and the use of Polyester in Geosynthetics, and a brief outline of the Scheme for promotion of usage of Geotextiles in the NER of the Ministry of Textiles, Govt. of India Charudatta
More information4 Slope Stabilization Using EPS Geofoam at Route 23A
Slope Stabilization Using EPS Geofoam at Route 23A 4.1 Introduction Geofoam introduced in recent years has provided solutions to a number of engineering problems. One of these problems is the slope stability
More informationEFFECT OF COMPACTION ON THE UNSATURATED SHEAR STRENGTH OF A COMPACTED TILL
EFFECT OF COMPACTION ON THE UNSATURATED SHEAR STRENGTH OF A COMPACTED TILL Vanapalli, S.K., Pufahl, D.E., and Fredlund, D.G. (University of Saskatchewan, Saskatoon, SK., Canada, S7N 5A9) Abstract An experimental
More informationD.P.E. Enviroliner. geotextile protection layer. covering new ground 2016
LEVEL 7 osynthetic clay liner www.gundle.co.za H.D.P.E. Enviroliner geosynthetic clay liner geotextile protection layer D.P.E. Enviroliner solid waste sand (leachate collection) geotextile protection layer
More information1 Introduction. 2 General Pile Analysis Features. 2.1 Pile Internal Forces and Displacements
RSPile version 1.0 RSPile is a general pile analysis software for analyzing driven pile installation, axially loaded piles and laterally loaded piles. It is capable of computing the axial capacity for
More informationGeotextiles Submitted in partial fulfillment of the requirement for the award of degree of CIVIL
A Seminar report on Geotextiles Submitted in partial fulfillment of the requirement for the award of degree of CIVIL SUBMITTED TO: SUBMITTED BY: www.studymafia.org www.studymafia.org Preface I have made
More informationMoisture Content Effect on Sliding Shear Test Parameters in Woven Geotextile Reinforced Pilani Soil
International Journal of Engineering Science Invention ISSN (Online): 2319 6734, ISSN (Print): 2319 6726 Volume 2 Issue 8 ǁ August 2013 ǁ PP.10-15 Moisture Content Effect on Sliding Shear Test Parameters
More informationGEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE
GEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE Prof. J. N. Mandal Department of Civil Engineering, IIT Bombay, Powai, Mumbai 400076, India. Tel.022-25767328 email: cejnm@civil.iitb.ac.in Module - 2
More informationCOMPARISON OF SHEAR STRENGTH PARAMETERS OF BLACK COTTON SOIL WITH EFFECT OF RELATIVE COMPACTION
Vol-2 Issue-4 16 COMPARISON OF SHEAR STRENGTH PARAMETERS OF BLACK COTTON SOIL WITH EFFECT OF RELATIVE COMPACTION Prof. Usha k. Patel Assistant Professor, LDCE Prof. M. G. Vanza Associate Professor, LDCE
More informationNonwoven geotextile. Edilfloor Professionalism and knowledge at 360
Nonwoven geotextile Edilfloor Professionalism and knowledge at 360 Edilfloor News Located in Sandrigo since 1979, Edilfloor SpA manufactures nonwoven geotextiles and geogrids for application in the geotechnical
More informationThe Effects of Woody Vegetation on Levees
The Effects of Woody Vegetation on Levees Maureen K. Corcoran Assistant Technical Director, Water Resources Infrastructure Vicksburg, MS 26 February 2010 US Army Corps of Engineers Problem Statement What
More information5. LOW IMPACT DEVELOPMENT DESIGN STANDARDS
5. LOW IMPACT DEVELOPMENT DESIGN STANDARDS Low Impact Development (LID) requires a shift in stormwater management away from conveying runoff to a small number of downstream points through hydraulically
More informationChapter 8 REMEDIAL MEASURES 8.1 FACETS IN HAZARD CATEGORY
Chapter 8 REMEDIAL MEASURES 8.1 FACETS IN HAZARD CATEGORY Stabilization of rock slope happens when the driving force acting on a potentially unstable rock slope is reduced, while the resisting force increases
More informationEvaluation of Deep-Seated Slope Stability of Embankments over Deep Mixed Foundations
Abstract Evaluation of Deep-Seated Slope Stability of Embankments over Deep Mixed Foundations Jie Han 1, Jin-Chun Chai 2, Dov Leshchinsky 3, and Shui-Long Shen 4, When embankments are constructed over
More informationINTRA- AND INTER-CITY CONNECTIVITY IN THE MEKONG REGION
BRC RESEARCH REPORT No. 6 INTRA- AND INTER-CITY CONNECTIVITY IN THE MEKONG REGION 2011 EDITED BY MASAMI ISHIDA Bangkok Research Center IDE-JETRO Bangkok, THAILAND CONTENTS Preface Project Members iv vi
More informationgeotextiles bidim Nonwoven polyester geotextile Made in Australia Designed for performance RECYCLED
geotextiles bidim Nonwoven polyester geotextile Made in Australia Designed for performance RECYCLED INTRODUCTION The use of geotextiles in construction projects around the world has grown substantially
More informationLightweight aggregates in Civil Engineering applications. Arnstein Watn Senior Scientist, SINTEF
Lightweight aggregates in Civil Engineering applications Arnstein Watn Senior Scientist, SINTEF SINTEF Independent Multiscience Research Institute About 1800 employees Closely linked to the Universities
More informationDRAFT MEMORANDUM. (1) Current PSU Initiatives in Hoi An and Quang Nam Province and Next Steps
DRAFT MEMORANDUM TO: Institute for Sustainable Solutions, Center for Public Service and UNHabitat FROM: Julia Babcock on behalf of Portland State University SUBJECT: Hoi An EcoCity Planning and Implementation
More information9 Steps to a Lasting Paver Installation
9 Steps to a Lasting Paver Installation A whitepaper listing the time-proven paver installation process for Connecticut and Southern New England By Tom Bahler Although this whitepaper is fairly long and
More informationG E O T E X T I L E s o l u t i o n s
G E O T E X T I L E s o l u t i o n s OUR PASSION FOR CREATING GEOSTABILIZATION SOLUTIONS BEGAN DECADES AGO Starting with just a few nonwoven geotextiles, we quickly perfected and expanded a scientific
More informationHIGH PERFORMANCE COAL COMBUSTION RESIDUAL (CCR) SOLUTIONS
HIGH PERFORMANCE COAL COMBUSTION RESIDUAL (CCR) SOLUTIONS COAL COMBUSTION RESIDUAL (CCR) COMPLEXITY Committed to reliably generating and transmitting energy in an environmentally responsible manner, electric
More informationG E O T E X T I L E S
G E O T E X T I L E S stronger by design G E O T E X T I L E S no.1 the UK s woven manufacturer Don & Low are market leaders in the manufacture of a wide range of industrial textile products. Our international
More informationAppendices: Glossary. General Terms. Specific Terms. Low Impact Development Approaches Handbook
67 67 General Terms Specific Terms 66 Low Impact Development Approaches Handbook The vocabulary of low impact development is evolving, and many terms are used interchangeably and to describe the same or
More informationROME CANALWAY TRAIL ERIE BOULEVARD WEST AND SOUTH CHARLES STREET ROME, NEW YORK DELTA PROJECT NO SEPTEMBER 2017 ISSUED FOR BID
ROME CANALWAY TRAIL ERIE BOULEVARD WEST AND SOUTH CHARLES STREET ROME, NEW YORK 13440 DELTA PROJECT NO. 2017.226.001 SEPTEMBER 2017 ISSUED FOR BID INDEX OF DRAWINGS GENERAL CIVIL ARCHITECT/ENGINEER PROJECT
More informationGeosynthetic materials Solutions for improved ground structure. Name it. We ll do it.
Geosynthetic materials Solutions for improved ground structure TEXEL S PRODUCTION CAPABILITIES By concentrating on the carding/needlepunching technology and continuously investing in its production and
More informationEFFECT OF CENTRAL PILE IN INCREASING THE BEARING CAPACITY OF BORED PILE GROUPS
EFFECT OF CENTRAL PILE IN INCREASING THE BEARING CAPACITY OF BORED PILE GROUPS Mohamed M. Shahin Department of Civil Engineering, 7 th October University, Misurata,, Libya, E-mail: Mohamed_zubi@yahoo.com
More informationYear 18 - September Special edition independent journal for the geoart sector. 10 th International Conference on Geosynthetics, Berlin
Year 18 - September 2014 - Special edition independent journal for the geoart sector 10 th International Conference on Geosynthetics, Berlin Submerged geomembrane systems: Innovative polder-constructions
More information