Advanced Foundation Engineering. Soil Exploration
|
|
- Ambrose Jackson
- 5 years ago
- Views:
Transcription
1 Shahrood University of Technology Department of Geotechnical Engineering Advanced Foundation Engineering Soil Exploration Mohsen Keramati, Ph.D. Assistant Professor 1
2 - Introduction The field and laboratory investigations required to obtain the necessary data for the soils for proper design and successful construction of any structure at the site are collectively called soil exploration. The choice of the foundation and its depth, the bearing capacity, settlement analysis depend very much upon the various engineering properties of the foundation soils. Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 2
3 - Purpose of Subsurface Exploration 1. Selecting the type and depth of foundation suitable for a given structure. 2. Evaluating the load-bearing capacity of the foundation. 3. Estimating the probable settlement of a structure. 4. Determining potential foundation problems (e.g., expansive soil, collapsible soil, sanitary landfill, and so on). 5. Determining the location of the water table. 6. Predicting the lateral earth pressure for structures such as retaining walls, sheet pile, bulkheads, and braced cuts. 7. Establishing construction methods for changing subsoil conditions. Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 3
4 - Soil data required Soil profile - layer thickness and soil identification Index properties - Water content, Atterberg limits, etc Strength & compressibility characteristics - C, Cu,, Cc, OCR Others (e.g., water table depth) Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 4
5 First stage of site investigation, Negligible cost, Look for currently available information Aerial photographs Topographical maps Existing site investigation reports (for nearby sites) Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 5
6 - Site Reconnaissance The engineer should always make a visual inspection of the site to obtain information 1. The general topography of the site, the possible existence of drainage ditches, abandoned dumps of debris, and other materials present at the site. 2. Also, evidence of creep of slopes and deep, wide shrinkage cracks at regularly spaced intervals may be indicative of expansive soils. 2. Soil stratification from deep cuts, such as those made for the construction of nearby highways and railroads. Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 6
7 - Site Reconnaissance 3. The type of vegetation at the site, which may indicate the nature of the soil. For example, a Mesquite cover in central Texas may indicate the existence of expansive clays that can cause foundation problems. 4. High-water marks on nearby buildings and bridge abutments. 5. Groundwater levels, which can be determined by checking nearby wells. 6. The types of construction nearby and the existence of any cracks in walls or other problems. Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 7
8 - The methods available for soil exploration may be classified as follows Direct methods Test pits, trial pits or trenches Semi-direct methods Borings Indirect methods Soundings or penetration tests and geophysical methods Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 8
9 - Direct Methods Test Pits Test pits or trenches are open type or accessible exploratory methods. Soils can be inspected in their natural condition. The necessary soils samples may be obtained by sampling techniques and used for finding strength and other engineering properties by appropriate laboratory tests. Test pits are considered suitable only for small depths- up to 3 m; the cost of these increasing rapidly with depth. Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 9
10 - Direct Methods Test Pits For greater depths, lateral supports or bracing of the excavations will be necessary. Tests pits are usually made for supplementing other methods or for minor structures. Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 10
11 - Semi Direct Methods Boring Boring: making or drilling bore holes into the ground with a view to obtaining soil or rock samples from specified or known depths is called boring The common methods of advancing bore holes are: Auger Boring Wash Boring Rotary Drilling Percussion Drilling Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 11
12 Auger Boring Soil Auger is a device that is used for advancing a bore hole into the ground. Augers may be hand-operated for relatively small depth less than 3 to 5 m and power-driven for greater depths up to 60 or 70m in the case of continuous-flight augers The soil auger is advanced by rotating it while pressing it into the soil. The soil samples obtained from this type of borings are highly disturbed. Auger boring is convenient in case of partially saturated sands, silts and medium to stiff cohesive soils. Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 12
13 Auger Boring Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 13
14 Auger Boring Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 14
15 Wash Boring Wash boring is commonly used for exploration below ground water table for which the auger method is unsuitable. This method may be used in all kinds of soil except those mixed with gravel and boulder. A casing pipe is pushed in and driven with a drop weight. Water jet under pressure is forced through the rod and the bit into the hole. This loosens the soil at the lower end and forces the soil-water suspension upwards along the annular surface between the rod and the side of the hole. This suspension is led to a settling tank where the soil particles settle while the water overflows into a sump. The water collected in the sump is used for circulation again. Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 15
16 Wash Boring Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 16
17 Wash Boring The soil particles collected represent a very disturbed sample and is not very useful for the evaluation of the engineering properties. Wash boring are primarily used for advancing bore holes; whenever a soil sample is required, the chopping bit is to be replaced by sampler. The change of the rate of progress and change of color of wash water indicate changes in soil strata. Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 17
18 Rotary drilling Can be used in sand, clay and rock (unless badly fissured) A drill bit, fixed to the lower end of a drill rod, is rotated by power while being kept in firm contact with the hole. Drilling fluid or bentonite slurry is forced under pressure through the drill rod and it comes up bringing the cutting to the surface. Even rock cores may be obtained by using suitable diamond drill bits. When soil samples are required, the drilling rod raised and drilling bit is replaced by a sampler. Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 18
19 Rotary drilling Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 19
20 Percussion Drilling A heavy drill bit is suspended from a drill rod or a cable and is driven by repeated blows. Water is added to facilitate the breaking of stiff soil or rock. The slurry of the pulverized material is bailed out at internals. The method cannot be used in loose sand and is slow in plastic clay. The formation gets badly disturbed by impact. Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 20
21 Percussion Drilling Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 21
22 Types of samples Samples of soil taken out of natural deposits for testing may be classified as: Disturbed sample Undisturbed sample A disturbed sample is that in which the natural structure of the soil gets modified partly or fully during sampling. An undisturbed sample is that in which the natural structure and other physical properties remain preserved. Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 22
23 Types of samples Disturbed, but representative, samples can generally be used for the following types of laboratory test: 1. Grain-size analysis 2. Determination of liquid and plastic limits 3. Specific gravity of soil solids 4. Determination of organic content 5. Classification of soil Undisturbed soil samples must be used for: 1. Consolidation test 2. Hydraulic conductivity test 3. Shear strength test Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 23
24 Undisturbed samples Required for triaxial, consolidation tests in the lab. Good quality samples necessary. (A R <10%). When the area ratio is 10% or less, the sample generally is considered to be undisturbed. Thicker the wall, greater disturbance. Take good care in transport and handling. Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 24
25 Types of samplers Soil samplers are classified as: Thick wall Samplers (Split spoon sampler) Thin wall samplers (Shelby tubes) Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 25
26 - Split spoon sampler The standard size of the spoon sampler is of 35 mm internal and 50.8 mm external diameter. The sampler is lowered to the bottom of the bore hole by attaching it to the drill rod. The sampler is then driven by forcing it into the soil by blows from a hammer. The assembly of the sampler is then extracted from the hole and the cutting edge and coupling at the top are unscrewed. The two shalves of the barrel are separated and the sample is thus exposed. Samples are generally taken at intervals of about 1.5 m (5 ft). Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 26
27 - Split spoon sampler Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 27
28 - Split spoon sampler For a standard split-spoon sampler Hence the samples are highly disturbed When the material encountered in the field is sand (particulary fine sand below the water table), a device such as a spring core catcher is placed inside the split spoon. Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 28
29 Shelby sampler (Thin walled sampler) Commonly used to obtain undisturbed clayey samples. Outside diameter: 50.8 mm (2 in) and 76.3 mm (3 in) (common) Sampler with a 50.8 mm outside diameter has an inside diameter of about mm. the area ratio is: The sampler pushed into the soil continuously. The two ends are sealed and sent to the laboratory. Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 29
30 Shelby sampler (Thin walled sampler) Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 30
31 How many bore holes? The number of bore holes depends on: Type and size of the project Budget for site investigation Soil variability Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 31
32 Spacing of boring Type of project Spacing (m) Multistory buildings One-story industrial plants Highways Residential subdivision Dams and dikes Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 32
33 Minimum depth of boring (ASCE, 1972) 1. Determine the net increase of stress,, under the foundation. 2. Estimate the variation of the vertical effective stress with depth. v 3. Determine the depth D=D 1, at which stress increase =q/10, where q= estimated net stress on the foundation. 4. Determine the depth D=D 2, at which / v = Unless bedrock is encountered, the smaller of two depths, D 1 and D 2 will be the approximate minimum depth of boring required. Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 33
34 Ground water table A correct indication of the general ground water level is found by allowing the water in the boring to reach an equilibrium level. In sandy soils, the level gets stabilized very quickly-within a few hours at the most. In clayey soils it it will take many days for this purpose. Hence, standpipes or piezometers are used in clays and silt. Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 34
35 Ground water table Casagrande-type piezometer Mohsen Keramati, Ph.D., Department of Geotechnical Engineering, Shahrood University of Technology, 35
Advanced Foundation Engineering. Introduction
Shahrood University of Technology Department of Geotechnical Engineering Advanced Foundation Engineering Introduction Mohsen Keramati, Ph.D. Assistant Professor 1 - Detailed Course Plan Introduction (Geotechnical
More informationAdvanced Foundation Engineering. Sheet-Pile Walls
Shahrood University of Technology Department of Geotechnical Engineering Advanced Foundation Engineering Sheet-Pile Walls Mohsen Keramati, Ph.D. Assistant Professor 1 Introduction Connected or semiconnected
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 informationGeotechnical Exploration and Evaluation Report
Geotechnical Exploration and Evaluation Report UNF Transportation Projects Osprey Ridge Road Extension Jacksonville, Florida CSI Geo Project No.: --- Arcadis Project No.: JK. Prepared by CSI Geo, Inc.
More informationSubsoil conditions are examined using test borings, provided by soil engineer (geotechnical).
SOIL & FOUNDATION TYPES: Subsurface investigations: Subsoil conditions are examined using test borings, provided by soil engineer (geotechnical). Number of borings and location of borings depends on building
More informationB & W Engineering Laboratories, Inc. P.O. Box Memphis, Tennessee (901)
B & W Engineering Laboratories, Inc. P.O. Box 341091 Memphis, Tennessee 38184-1091 (901) 373-7957 SLOPE STABILITY ANALYSIS WOODLAND LAKE DAM EUDORA, MISSISSIPPI B & W Engineering Laboratories, Inc. P.O.
More informationCompaction. Compaction purposes and processes. Compaction as a construction process
Compaction Compaction purposes and processes Specification and quality control Moisture condition value Compaction is a process that brings about an increase in soil density or unit weight, accompanied
More informationGLOSSARY OF GROUND IMPROVEMENT VOCABULARY
GLOSSARY OF GROUND IMPROVEMENT VOCABULARY Accelerator Agitator tank Atterberg limits Batch Blaine fineness Bleed Colonne ballastée Compaction grout Compaction crater Consolidation CPT CUU shear test A
More informationPILE FOUNDATIONS CONTENTS: 1.0 Introduction. 1.1 Choice of pile type Driven (displacement) piles Bored (replacement) piles. 2.
PILE FOUNDATIONS CONTENTS: 1.0 Introduction 1.1 Choice of pile type 1.1.1 Driven (displacement) piles 1.1.2 Bored (replacement) piles 2.0 Analysis 2.0.1 Driving formulae 2.0.2 Soil mechanics 2.1 Piles
More informationThe University of Iowa Department of Civil & Environmental Engineering SOIL MECHANICS 53:030 Final Examination 2 Hours, 200 points
The University of Iowa epartment of Civil & Environmental Engineering SOIL MECHNICS 53:030 Final Examination 2 Hours, 200 points Fall 1998 Instructor: C.C. Swan Problem #1: (25 points) a. In a sentence
More informationClassification of soils
Classification of soils Introduction: Soil classification is the arrangement of soils into different groups such that the soils in a particular group have similar behaviour. As there are a wide variety
More informationSOIL BORING LOCATION SKETCH GEOTECHNICAL EVALUATION ST. CROIX TRAVEL AND INFO CENTER POND 1-94, WEST OF STAGECOACH TRAIL LAKELAND, MINNESOTA
F:\16\B16326.dwg,Geotech.00,3/1/17 6:17:41 PM N DENOTES APPROXIMATE LOCATION OF STANDARD PENETRATION TEST BORING 7' 0 10' SCALE: 1"= 10' Sheet: of Fig: Project No: B16326.00 Drawing No: B16326 Scale: 1"=
More informationAPPENDIX E: UC Berkeley Laboratory Testing and ILIT In-Situ Field Vane Shear Testing
New Orleans Systems Independent Levee Hurricane Katrina Investigation Team July 31, 26 APPENDIX E: UC Berkeley Laboratory Testing and ILIT In-Situ Field Vane Shear Testing A series of laboratory tests
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 informationBearing Capacity Theory. Bearing Capacity
Bearing Capacity Theory Bearing Capacity 1 Bearing Capacity Failure a) General Shear Failure Most common type of shear failure; occurs in strong soils and rocks b) Local Shear Failure Intermediate between
More informationSydney Road Reclaimed Water Main, Plant City, Florida. Prepared for: Jones Edmunds & Associates, Inc.
. Geotechnical Report Sydney Road Reclaimed Water Main, Plant City, Florida Prepared for: Jones Edmunds & Associates, Inc. Prepared by: MADRID ENGINEERING GROUP, INC. 2030 Hwy 60 E. Bartow, FL 33830 863-533-9007
More informationSITE AND PROJECT DESCRIPTION
51331 W. Pontiac Trail, Wixom, MI 48393 248.486.5 Main 248.486.5050 Fax February 11, 2015 Ms. Amy Kuras, Landscape Architect City of Ann Arbor Parks and Recreation Services 301 E. Huron Street Ann Arbor,
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 informationCHAPTER 1: INTRODUCTION. Road transport is an only means of transport that offers itself to the whole community
1 CHAPTER 1: INTRODUCTION 1.1 General Road transport is an only means of transport that offers itself to the whole community alike. It is accepted fact that of all the modes the transportation, road transport
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 informationTest Pit Observation Report. Albertville Business Park 67th Street to 70th Street NE Albertville, Minnesota. Prepared for.
Test Pit Observation Report Albertville Business Park 67th Street to 70th Street NE Albertville, Minnesota Prepared for Fehn Companies Professional Certification: I hereby certify that this plan, specification,
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 information1 SITE AND PROJECT DESCRIPTION
February 14, 2017 Our File Ref.: 160796 Denis Lacroix 6909 Notre Dame Street Ottawa, Ontario K1C 1H6 Subject: Slope Stability Analysis 6909 Notre Dame Street Ottawa, Ontario Pursuant to your request, LRL
More informationGeotechnical Exploration and Evaluation Report Revision No. 01
Geotechnical Exploration and Evaluation Report Revision No. UNF Transportation Projects Eco Road Extension Jacksonville, Florida CSI Geo Project No.: --- Arcadis Project No.: JK. Prepared by CSI Geo, Inc.
More informationSoil mixing. An efficient and flexible technology to overcome a variety of soil problems
Soil mixing An efficient and flexible technology to overcome a variety of soil problems The cost-effective way to improve ground Soil mixing is an advanced ground improvement technique requiring considerable
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 informationIowa FFA Soil Career Development Event 2008
Iowa FFA Soil Career Development Event 2008 1. In Iowa, corn suitability ratings for soil mapping units specifies a. natural weather conditions b. surface and subsurface drainage installed where needed
More information-AIHL NOISE UNIFIED SOIL CLASSIFICATION SYSTEM. Aqx. R CORPS OF ENGINEERS, U. S. ARMY APPENDIX A
Aqx. R CORPS OF ENGINEERS, U. S. ARMY -AIHL NOISE THE UNIFIED SOIL CLASSIFICATION SYSTEM APPENDIX A CHARACTERISTICS OF SOIL GROUPS PERTAINING TO EMBANKMENTS AND FOUNDATIONS TECHNICAL MEMORANDUM NO. 3-357
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 informationTIRUCHIRAPALLI
MAHALAKSHMI ENGINEERING COLLEGE TIRUCHIRAPALLI - 621213. QUESTION WITH ANSWERS DEPARTMENT: CIVIL -IV SUB.CODE/ NAME: CE 2033 / Ground Improvement Techniques SEMESTER:VII UNIT 1- INTRODUCTION PART - A (2
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 information04.SOIL MOISTURE MEASUREMENT
04.SOIL MOISTURE MEASUREMENT Soil moisture is estimated both by direct and indirect method. Direct methods involves the determination of moisture in the soil while indirect methods estimate amount of water
More informationJULY 23, 2018 PROJECT REPORT OF GEOTECHNICAL EXPLORATIONS CASS GILBERT MEMORIAL PARK SOLAR GARDEN CAPITOL COMPLEX ST.
This document is made available electronically by the Minnesota Legislative Reference Library as part of an ongoing digital archiving project. http://www.leg.state.mn.us/lrl/lrl.asp Independent Indepedent
More informationStress-Strain and Strength Behavior of Undrained Organic Soil in Kupondol, Kathmandu
TUTA/IOE/PCU Journal of the Institute of Engineering, Vol. 8, No. 1, pp. 113 118 TUTA/IOE/PCU All rights reserved. Printed in Nepal Fax: 977-1-5525830 Stress-Strain and Strength Behavior of Undrained Organic
More informationAn Experimental Study on Variation of Shear Strength for Layered Soils
An Experimental Study on Variation of Shear Strength for Layered Soils Mr. Hemantkumar Ronad 1 DCE, M.Tech in Geotechnical Engg. Department of Civil Engineering 1, Basaveshwar Engineering College, Bagalkot-587102.
More informationSwelling Treatment By Using Sand for Tamia Swelling Soil
Swelling Treatment By Using Sand for Tamia Swelling Soil G. E. Abdelrahman 1, M. M. Shahien 2 1 Department of Civil Engineering, Cairo University-Fayoum Branch, Fayoum, Egypt 2 Department of Civil Engineering,
More informationSlope Stability in Harris County
Slope Stability in Harris County Slope Stability in Harris County Slope Stability in Harris County Overview of slope stability. Conditions, causes, and types of slope failures. HCFCD geotechnical investigation
More informationUNIFIED FACILITIES GUIDE SPECIFICATIONS
USACE / NAVFAC / AFCEC / NASA UFGS-02 66 00 (February 2010) ----------------------------- Preparing Activity: USACE Superseding UFGS-02 66 00 (April 2006) UNIFIED FACILITIES GUIDE SPECIFICATIONS References
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 informationProf. B V S Viswanadham, Department of Civil Engineering, IIT Bombay
08 Soil Compaction -1 Activity (After Bell, 1993) Swell-Shrinkage response of clay = f (Period, magnitude of precipitation and evapotranspiration) Kaolinite Smallest swelling capacity Illite May swell
More informationREFERENCE NO S066 JUNE 2017
0 WEST BEAVER CREEK ROAD, SUITE #0, RICHMOND HILL, ONTARIO, L4B 1E TEL (416) 4-1 FAX (0) 1-33 A REPORT TO 2413 ONTARIO LTD. A GEOTECHNICAL INVESTIGATION FOR PROPOSED RESIDENTIAL DEVELOPMENT BETTY BOULEVARD
More informationEvaluation of undrained shear strength of soft New Orleans clay using piezocone
Evaluation of undrained shear strength of soft New Orleans clay using piezocone L. Wei & R. Pant HNTB Corporation, Baton Rouge, LA, USA M.T. Tumay Louisiana State University, Baton Rouge, LA, USA and Bogazici
More informationSoil characteristics that influence nitrogen and water management
Section C Soil characteristics that influence nitrogen and water management Soil characteristics vary across the landscape Soils vary from one field to another, and often within the same field. Soil differences
More informationReference No S053 MARCH 2012
A REPORT TO MARIANNEVILLE DEVELOPMENTS LIMITED A SOIL INVESTIGATION FOR PROPOSED RESIDENTIAL SUBDIVISION ESTATES OF GLENWAY NEWMARKET GLENWAY GOLF CLUB DAVIS DRIVE WEST AND BATHURST STREET TOWN OF NEWMARKET
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 informationRoad Soil. Curtis F. Berthelot Ph.D., P.Eng. Department of Civil Engineering. Road Soil Introduction
Road Soil Characterization ti By: Curtis F. Berthelot Ph.D., P.Eng. Department of Civil Engineering Road Soil Introduction Roads are constructed of layered heterogeneous multiphase geo-materials that exhibit
More informationA review of the stabilization of tropical lowland peats
A review of the stabilization of tropical lowland peats Mohamad Tarmizi Mohamad Zulkifley Tham Fatt Ng John Kuna Raj Roslan Hashim Ahmad Farid Abu Bakar S. Paramanthan Muhammad Aqeel Ashraf Peats, as we
More informationTransition of soil strength during suction pile retrieval
Maritime Heritage and Modern Ports 415 Transition of soil strength during suction pile retrieval S. Bang 1, Y. Cho 2 & K. Jones 1 1 Department of Civil and Environmental Engineering, South Dakota School
More informationGary Person, Foundation Engineer Geotechnical Engineering Section
Minnesota Department of Transportation MEMO Mailstop 64 14 Gervais Avenue Maplewood, MN 9 DATE: November 3 rd, 214 TO: FROM: CONCUR: Bruce Johnson, Project Manager Metro Design Hossana Teklyes, Assist.
More informationCedar Niles Future Park Site Wetland #1
Date: October 20, 2014 Site: Landowner: Johnson County Parks Designer: Thomas R. Biebighauser Individuals Present: Thomas R. Biebighauser, Dr. Eliodora Chamberlain (US EPA), Jason Daniels (US EPA), Jeannette
More informationHomework Activity Jar Test for Soil Texture
Homework Activity Jar Test for Soil Texture Background: 1. What is soil? 2. What natural factors influence the formation of soil? 3. How will the depth of each horizon in your soil profile affect your
More informationDETERMINATION OF BEARING CAPACITY FOR BUILDING AND STRUCTURAL DESIGN IN OWO LOCAL GOVERNMENT AREA, ONDO STATE, NIGERIA ABSTRACT
DETERMINATION OF BEARING CAPACITY FOR BUILDING AND STRUCTURAL DESIGN IN OWO LOCAL GOVERNMENT, ONDO STATE, NIGERIA OTUAGA, Philips Moses Department of Civil Engineering and Technology Rufus Giwa Polytechnic,
More informationFine Coal Refuse 25 Years of Field and Laboratory Testing Data and Correlations
Fine Coal Refuse 25 Years of Field and Laboratory Testing Data and Correlations October 1, 2018 Blaise E. Genes Gonzalo Castro, Ph.D., P.E. Thomas O. Keller, P. E. Fatma Ciloglu, Ph.D., P. E. Presentation
More informationGEOTEXTILE REINFORCED TWO LAYER SOIL SYSTEM WITH KUTTANAD CLAY OVERLAIN BY LATERITE SOIL
GEOTEXTILE REINFORCED TWO LAYER SOIL SYSTEM WITH KUTTANAD CLAY OVERLAIN BY LATERITE SOIL Selma James 1, Rakendu R 2 1P.G. Student, Department of Civil Engineering, Saintgits College of Engineering, Kerala,
More informationTHE ROLE OF SUCTION IN THE PERFORMANCE OF CLAY FILL RONALD F. REED, P.E. 1 KUNDAN K. PANDEY, P.E. 2
THE ROLE OF SUCTION IN THE PERFORMANCE OF CLAY FILL RONALD F. REED, P.E. 1 KUNDAN K. PANDEY, P.E. 2 Abstract Plastic clay is commonly used as fill. Proper placement is the key to the performance of the
More informationSoil Mechanics Prof. B.V.S. Viswanadham Department of Civil Engineering Indian Institute of Technology, Bombay Lecture - 11 Compaction of Soils - 1
Soil Mechanics Prof. B.V.S. Viswanadham Department of Civil Engineering Indian Institute of Technology, Bombay Lecture - 11 Compaction of Soils - 1 Welcome to Compaction of Soils Part 1. Compaction is
More informationTeam number Page 1 of Canon Envirothon Soils Station Test. Soils and Climate Change
Team number Page 1 of 9 2006 Canon Envirothon Soils Station Test Soils and Climate Change There are many kinds of soil on the surface of the earth. The kind of soil that is present at a given location
More informationAgenda. April 9, pm MDT. Introduction. Helical Piles in Practice Examples Closing Poll 10/1/2014
Helical lpiles in Practice (1Hr Webinar) Presented by Dr Gamal Abdelaziz, P.Eng. Sponsored by SAGA Engineering sagaengineering.ca April 9, 2014 12pm MDT gic edu.com Agenda Introduction Upcomng Courses
More informationIndirect Design Comparison of the structural strength of the pipe (Three- Edge-Bearing Test) to the field supporting strength of a buried pipe.
2 Indirect Design Comparison of the structural strength of the pipe (Three- Edge-Bearing Test) to the field supporting strength of a buried pipe. Direct Design The design of pipe in the installed condition.
More informationLecture-4. Soil Compaction. Dr. Attaullah Shah
Lecture-4 Soil Compaction Dr. Attaullah Shah 1 Compaction The process of bringing the soil particles closer to a dense state by mechanical means. The voids are reduced by expulsion of air and the soil
More informationCHAPTER 4. SPECIAL CONDITION EROSION CONTROL MEASURES
CHAPTER 4. SPECIAL CONDITION EROSION CONTROL MEASURES 4.1 INFILTRATION BASIN AND TRENCH Figure 4.1. Infiltration basin and trench (Source: Department of Civil, Construction, and Environmental Engineering,
More informationI N D U S T R I A L Y A R D S
I N D U S T R I A L Y A R D S GEOTEXTILES INDUSTRIAL YARDS 1.0 Features of INDUSTRIAL PG 2 YARDS 2.0 How Typar geotextiles PG 2 work 4.0 Installation guide PG 7 5.0 Overlap and joining PG 8 6.0 Setting
More informationField Lesson: Soil Properties Exploration Oak Woodland
Field Lesson: Soil Properties Exploration Oak Woodland State Core Standards 4.1 Structure and Function: Living and non-living things can be classified by their characteristic and properties. 4.2 Interaction
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 Admixtures on Strength and Compressibility Characteristics of Different Types of Soils
Effect of Admixtures on Strength and Compressibility Characteristics of Different Types of Soils Deepika Bonagiri Research Scholar, M.Tech Geo-Technical Engineering, Malla Reddy Engineering College (Autonomous),
More informationShear Strength of Soils
Shear Strength of Soils Shear failure Soils generally fail in shear strip footing embankment failure surface mobilised shear resistance At failure, shear stress along the failure surface reaches the shear
More informationSolving Drainage Problems at El Macero
Solving Drainage Problems at El Macero by D. W. HENDERSON* and DON T. BRADLEY, Department of Water Science and Engineering, University of California, Davis, and JACK JAGUR, Superintendent, El Macero Country
More informationPOND Construction. Perry L. Oakes, PE State Conservation Engineer Natural Resources Conservation Service
POND Construction Perry L. Oakes, PE State Conservation Engineer Natural Resources Conservation Service DdY Did You Know? Alabama is the only state without any safe dams legislation. Alabama has a very
More informationMerrill Zwanka Geotechnical Materials Engineer SCDOT Research and Materials Lab February Definitions Sampling and Testing Classification
Soil as a Construction Material Merrill Zwanka Geotechnical Materials Engineer SCDOT Research and Materials Lab February 1999 Soil as a Construction Material Definitions Sampling and Testing Classification
More informationYCEF WEEKLY TECHNICAL INTERACTIVE SESSION
YOUNG CIVIL ENGINEERS FORUM SOIL RELATIVE COMPACTION TEST. PRESENTED BY HABEEB OLADAPO OLAWOLE FOR YCEF WEEKLY TECHNICAL INTERACTIVE SESSION MAY 2018 This paper is purposely for the presentation of YCEF
More informationDefinitions. Super Structure. Ground Level. Foundation. Foundation Soil
Definitions Bearing capacity is the power of foundation soil to hold the forces from the superstructure without undergoing shear failure or excessive settlement. Foundation soil is that portion of ground
More informationSOIL STABILISATION USING MARBLE DUST
International Journal of Civil Engineering and Technology (IJCIET) Volume 8, Issue 4, April 217, pp. 176-1713, Article ID: IJCIET_8_4_192 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=8&itype=4
More informationThe City of Winnipeg Bid Opportunity No GEOTECHNICAL REPORT - TEST HOLE LOGS
The City of Winnipeg Bid Opportunity No. 88-6 GEOTECHNICAL REPORT - TEST HOLE LOGS The City of Winnipeg Bid Opportunity 88-6 Template Version: C44 TEST HOLE LOGS TABLE OF CONTENTS TEST HOLE LOGS FOR DEARBORN
More informationSoil & Site Evaluator - Need to Know
Soil & Site Evaluator - Need to Know I. The professional will understand the factors of soil development and demonstrate their importance to site evaluations. A. Topography 1. Landscape & landform description
More informationAPPENDIX D. Slope Stability Analysis Results for Soil and Overburden Storage Mounds
Geotechnical Assessment Report APPENDIX D Slope Stability Analysis Results for Soil and Overburden Storage Mounds DABGeot/09059GA/Final Geotechnical Assessment Report STABILITY OF SOIL AND OVERBURDEN STORAGE
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 informationHAVE YOU NOTICED at construction sites how a
Explaining a Soil Profile HAVE YOU NOTICED at construction sites how a cross section of soil has a layered look? Soil near the top of the cross section is often dark, and soil below appears lighter. What
More informationConsolidation Stress Effect On Strength Of Lime Stabilized Soil
RESEARCH ARTICLE OPEN ACCESS Consolidation Stress Effect On Strength Of Stabilized Soil K. Saranya*, Dr. M. Muttharam** *(Department of Civil Engineering, Research Scholar, Anna University, Chennai-25)
More informationSOIL STABILIZATION USING NATURAL FIBER COIR
SOIL STABILIZATION USING NATURAL FIBER COIR Pooja Upadhyay 1, Yatendra Singh 2 1M.Tech student, Department of Civil Engineering, IEC Group of Institutions, U.P, India 2Assistant Professor, Department of
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 informationReference No S082
A REPORT TO DUNPAR DEVELOPMENTS INC. A SOIL INVESTIGATION FOR PROPOSED 3.-STOREY TOWNHOUSE DEVELOPMENT 28, 2168, 2180 AND 2192 TRAFALGAR ROAD TOWN OF OAKVILLE Reference No. 120-S082 JUNE 2012 DISTRIBUTION
More informationA new test procedure to measure the soil-water characteristic curves using a small-scale centrifuge
A new test procedure to measure the soil-water characteristic curves using a small-scale centrifuge R. M. Khanzode, Graduate Student, University of Saskatchewan, Saskatoon, Canada, S7N 5A9 D.G. Fredlund,
More informationScienceDirect. The Undrained Shear Strength of Overconsolidated Clays
Available online at www.sciencedirect.com ScienceDirect Procedia Engineering 91 (2014 ) 317 321 XXIII R-S-P seminar, Theoretical Foundation of Civil Engineering (23RSP) (TFoCE 2014) The Undrained Shear
More informationSOIL ENGINEERING (EENV 4300)
SOIL ENGINEERING (EENV 4300) Chapter 5 Classification of Soil Why Classification? Classification systems provide a common language to concisely express the general characteristics of soils, which are infinitely
More information4.0 EROSION AND SEDIMENT PROCESS. 4.1 Mechanics of Erosion
4.0 EROSION AND SEDIMENT PROCESS 4.1 Mechanics of Erosion SECTION 4 - EROSION AND SEDIMENT PROCESS Erosion is the wearing away of material by naturally occurring agents through the detachment and transport
More informationPaper ID: GE-007. Shear Strength Characteristics of Fiber Reinforced Clay Soil. M. R. Islam 1*, M.A. Hossen 2, M. A.Alam 2, and M. K.
Paper ID: GE-7 International Conference on Recent Innovation in Civil Engineering for Sustainable Development (IICSD-2) Department of Civil Engineering DUET - Gazipur, Bangladesh 48 Shear Strength Characteristics
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 information2018 Iowa FFA Soil Judging CDE Exam 1. Landscape positions characterizes the location of the soil on the landscape and identifies potential risks.
2018 Iowa FFA Soil Judging CDE Exam 1. Landscape positions characterizes the location of the soil on the landscape and identifies potential risks. Which landscape position is considered the floodplain
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 informationTypes by Texture. Soil Isn t a Dirty Word
Types by Texture Soil Isn t a Dirty Word Objectives Students will be able to determine soil types by texturing several soil samples. Materials Soil samples of sand, silt, and clay loam (included with video
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 informationDivision of Structural Design Geotechnical Branch
Division of Structural Design Geotechnical Branch Presented By: Bart Asher What is Geotechnical Engineering? The art of molding materials we do not wholly understand into shapes we cannot precisely analyze
More informationImprovement in CBR of Expansive Soil with Jute Fiber Reinforcement
Improvement in CBR of Expansive Soil with Jute Fiber Amit Kumar Singh (M.E. Geotechnical Engg.) R.K. Yadav (Associate Professor) Civil Engineering Department, Jabalpur Engineering College (JEC), Jabalpur,
More informationAPPENDIX E COMPACTION CHARACTERISTICS AND EQUIPMENT
APPENDIX E COMPACTION CHARACTERISTICS AND EQUIPMENT When the Materials Division designs a pavement structure, there are a number of factors that influence it s outcome. Projected traffic counts, percentage
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 informationProposed ASTM Standard Method
Proposed ASTM Standard Method AUTHORS: Jack Fowler, PhD., P.E., Geotec Associates, 5000 Lowery Road, Vicksburg, MS, 39180, 601-636-5475, jfowler@vicksburg.com; Tom Stephens, Vice President, TC Mirafi,
More informationSoil-Structure Interaction of a Piled Raft Foundation in Clay a 3D Numerical Study
388 J. Eng. Technol. Sci., Vol. 48, No. 4, 2016, 388-407 Soil-Structure Interaction of a Piled Raft Foundation in Clay a 3D Numerical Study Endra Susila 1,* & Nita Anggraini 2 1 Geotechnical Engineering
More informationcc: K. Sandefur B. Greene TO: Mark Hite, P.E. R. Powell Division of Structural Design P. Sanders FROM: Bart Asher, P.E. V.
M E M O R A N D U M (SA-008-2011) cc: K. Sandefur B. Greene TO: Mark Hite, P.E. R. Powell Division of Structural Design J. Moore P. Sanders FROM: Bart Asher, P.E. V. Forsythe TEBM, Geotechnical Branch
More informationPiles subject to excavation-induced soil movement in clay
Piles subject to -induced soil movement in clay Des foundations soumis au mouvement du sol du a l' dans l'argile D.E.L. Ong, C.F. Leung & Y.K. Chow Centre for Soft Ground Engineering, National University
More informationIntroduction to Compaction
Introduction to Compaction By Wade McCone Copyright 2006 The Evergreen Marketing Group Includes material courtesy of Stone Construction Equipment Co.; used by permission Overview - Compaction Principles
More information