Ground improvement vs. pile foundations?
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1 1 Ground improvement vs. pile foundations? S. Varaksin, B. Hamidi, N. Huybrechts and N. Denies ISSMGE TC211 contribution to the ETC-3 conference Leuven, May 29, 2016
2 2 Topics 1. GI vs. PF - the wrong debate 2. Foundation concepts - back to the roots 3. Ground improvement by rigid inclusions Failure mechanisms ULS and stress domain Load transfer platform (LTP) concept GEO and STR design considerations Execution methods & numerical modeling 4. Hybrid concept without load transfer platform Soil mix as bearing elements - case history 5. Conclusions and perspectives
3 3 1. GI vs PF the wrong debate Soil mix elements as bearing elements = current trend on the foundation market When we compare this solution with the classical piling one, it is generally the beginning of an irrelevant debate: How to conform the soil mix elements to the severe requirements imposed to concrete piles on the market? Are the soil mix elements in agreement with the EC7- requirements for piles? In this way of thinking, the soil mix element is at best = a lower quality pile = a cheaper pile = a second-hand pile
4 4 1. GI vs PF the wrong debate Soil mix elements as bearing elements How to compare soil mix elements with pile foundations? Pile foundations Well-established design rules (Eurocodes + National Annexes) with severe requirements Well-known material properties (concrete, steel ) With European (CE) and local markings (e.g. Benor in Belgium) for the materials With QA/QC requirements with regard to the material and concerning the execution Soil mix elements Lack of practical design guidelines unclear situation Heterogeneous material with sometimes unmixed soft soil inclusions in the soil mix matrix Without marking or certification Lack of QA/QC requirements adapted to the functions of the soil mix elements
5 5 1. GI vs PF the wrong debate Soil mix elements as bearing elements If the soil mix solution is selected the concrete industry highlights - the unbalanced requirements between both techniques - the unfair competition between them Why do we have to conform to severe and costly QA/QC rules for well-known and recognized technique and material while, when we work with an innovative technique such as the deep mixing, the requirements are more flexible or sometimes do not exist? There is thus a feeling of double standard politics on the market of foundation contractors
6 6 1. GI vs PF the wrong debate Soil mix elements as bearing elements But this is a wrong debate! caused by the idea that a bearing soil mix element is a soil mix pile Importance of the terminology Please, use the terms soil-cement columns or soil mix panels Importance of the definition of the foundation concept Back to the roots
7 7 2. Behind the foundation concepts - back to the roots Difference between the classical foundation concepts It is also possible to convert deep loose or soft soils to adequately competent soil by ground improvement
8 8 2. Behind the foundation concepts - back to the roots Different execution processes for Ground Improvement
9 9 2. Behind the foundation concepts - back to the roots ICSMGE Alexandria 2009 Classification of the execution processes nde@bbri.be
10 10 2. Behind the foundation concepts - back to the roots Categories of GI methods Without admixture With admixture Soil reinforcement in fill and in cut Cohesionless soil Dynamic consolidation Rigid inclusions Geosynthetics Non-cohesive soil Vibrocompaction Stone columns MSE walls Granular soil Anchors (sand, fill material) and nails A C Cohesive soil (peat, clay ) Preloading Vertical drains Vacuum consolidation Jet grouting Deep soil mixing B D E
11 11 2. Behind the foundation concepts - back to the roots Concept of rigid inclusions It looks like a pile but it s not a pile! The rigid inclusions combined with a load transfer platform cannot be designed (or considered) as piles
12 12 3. Ground improvement by rigid inclusions Principles of the rigid inclusions and the load transfer platform (LTP) - principles Structure/fill to be supported LOAD TRANSFER PLATFORM Rigid inclusions, soil mix elements
13 13 3. Ground improvement by rigid inclusions Principles of the rigid inclusions and the load transfer platform (LTP) main reference ASIRI guidelines - IREX (2012) in line with the Eurocodes
14 3. Ground improvement by rigid inclusions Failure mechanisms developing in the LTP Prandtl s failure mechanism Punching shear failure mechanism Thick embankment qo = Uniformly distributed external load applied LTP q p+ = stress on the inclusion head q s+ = stress on the in-situ soil H M < O. 7 s D Thin embankment s = center to center spacing of the square grid Varaksin et al. Ground improvement vs. pile foundations? 14
15 15 3. Ground improvement by rigid inclusions Failure mechanisms developing in the LTP Prandtl s failure mechanism Determination of q p+ and q s + Prandtl s equation: q p + = N q q s + (equation 1a) Load conservation equation: αq p α q s + = q o a is the replacement ratio (equation 4) q p + = q s + = N q 1 + α N q 1 q o α N q 1 q o
16 16 3. Ground improvement by rigid inclusions Failure mechanisms developing in the LTP Punching shear failure mechanisms (thin embankment) H M < O. 7 s D H c = R r p tan φ R = s π R c = r p + H M tan φ γ φ Non-overlapping failure cones (H M <H c ) Overlapping failure cones (H M >H c ) q p + = H M 3 R c 2 r p R c r p 2 γ + R c γ γ r 2 q p tan φ R c 2 r p 2 1 c γ c No overlap eq. (1b blue) q p + = H c 3 R 2 r p R r p + (H M H c ) R2 r p 2 γ γ γ + R2 r p 2 q o + 1 tan φ R 2 r p 2 1 c γ c Overlap eq. (1b red)
17 17 3. Ground improvement by rigid inclusions ULS stress domain of the concept Domain of admissible stresses (ULS) at the base of the LTP
18 18 3. Ground improvement by rigid inclusions ULS stress domain of the concept Domain of admissible stresses (ULS) at the base of the LTP Prandtl s equation: q p + = N q q s + (equation 1a)
19 19 3. Ground improvement by rigid inclusions ULS stress domain of the concept Domain of admissible stresses (ULS) at the base of the LTP Load conservation equation: αq p α q s + = q o (equation 4)
20 20 3. Ground improvement by rigid inclusions ULS stress domain of the concept Domain of admissible stresses (ULS) at the base of the LTP Punching shear failure mechanism: q + p = H 2 M R c 3 r R c γ + R 2 c p r p γ γ r 2 q p tan φ R c 2 r p 2 1 c γ c No overlap eq. (1b blue)
21 3. Ground improvement by rigid inclusions ULS stress domain of the concept Domain of admissible stresses (ULS) at the base of the LTP Punching shear failure mechanism: q p + = H c 3 R 2 r p R r p + (H M H c ) R2 r p 2 γ γ γ + R2 r p 2 q o + 1 tan φ R 2 r p 2 1 c Overlap γ c eq. (1b red) Varaksin et al. Ground improvement vs. pile foundations? 21
22 22 3. Ground improvement by rigid inclusions ULS stress domain of the concept Domain of admissible stresses (ULS) at the base of the LTP s vd soil study (pressuremeter, penetrometer ) σ v;d = k pp LM γ R;v γ R,d
23 23 3. Ground improvement by rigid inclusions ULS stress domain of the concept Domain of admissible stresses (ULS) at the base of the LTP GEO design < min R b R γb γ R,d + s γs γ R,d ; f c,d πr p 2 STR design
24 24 3. Ground improvement by rigid inclusions ULS stress domain of the concept GEO design of the rigid inclusion in line with Eurocode 7 Axial compression behavior of the inclusion computed according to the principles of Eurocode 7 + NA
25 25 3. Ground improvement by rigid inclusions ULS stress domain of the concept GEO design of the rigid inclusion in line with Eurocode 7 Axial compression behavior of the inclusion computed according to the principles of Eurocode 7 + NA
26 3. Ground improvement by rigid inclusions ULS stress domain of the concept GEO design of the rigid inclusion in line with Eurocode 7 Consideration of the negative skin friction τ < σ v K tan δ The negative skin friction is caused by the differential settlement (between the top of the inclusions and the granular layer of the LTP) also responsible for the arching effect in the LTP Combarieu (1974 and 1985) NF P (2012) Varaksin et al. Ground improvement vs. pile foundations? 26
27 27 3. Ground improvement by rigid inclusions ULS stress domain of the concept STR design of the rigid inclusion Computation of f c,d = UCS design value Methodologies available in the literature (detailed in the Keynote) UCS= Uniaxial Compressive Strength Detailed methodologies in line with the Eurocodes!
28 28 3. Ground improvement by rigid inclusions ULS stress domain of the concept STR design of the rigid inclusion Computation of f c,d = UCS design value Methodologies available in the literature (detailed in the Keynote) UCS= Uniaxial Compressive Strength Detailed methodologies in line with the Eurocodes!
29 29 3. Ground improvement by rigid inclusions ULS stress domain of the concept STR design of the rigid inclusion Computation of f c,d = UCS design value Methodologies available in the literature (detailed in the Keynote) UCS= Uniaxial Compressive Strength Detailed methodologies in line with the Eurocodes!
30 30 3. Ground improvement by rigid inclusions ULS stress domain of the concept STR design of the rigid inclusion Computation of f c,d = UCS design value Methodologies available in the literature (detailed in the Keynote) UCS= Uniaxial Compressive Strength Detailed methodologies in line with the Eurocodes!
31 31 3. Ground improvement by rigid inclusions ULS stress domain of the concept STR design of the rigid inclusion Computation of f c,d = UCS design value Methodologies available in the literature (detailed in the Keynote) UCS= Uniaxial Compressive Strength Detailed methodologies in line with the Eurocodes!
32 32 3. Ground improvement by rigid inclusions Other design aspects in ASIRI (IREX, 2012) Stress distribution at the edge of the LTP SLS design approach Lateral loading + lateral and flexural behavior of the rigid inclusions Seismic loading Design of the foundation slabs on the LTP Design of the potential geosynthetics Numerical modeling Execution and QA/QC procedures Soil investigation and testing
33 33 3. Ground improvement by rigid inclusions Piled embankment Dutch approach (CUR Rapport 226) Same concept with typical pile foundations as rigid inclusions
34 34 3. Ground improvement by rigid inclusions Piled embankment Dutch approach (CUR Rapport 226) Study of the load transfer distribution Concentric Arches Model Van Eekelen et al. (2013) Design of the geosynthetics at the base of the LTP
35 35 3. Ground improvement by rigid inclusions Piled embankment Dutch approach (CUR Rapport 226) Study of the load transfer distribution rest = B+C Load transfer distribution deduced from the Dutch in-situ and lab experiments Uniform load transfer distribution used in the IREX (2012) ASIRI guidelines Research perspectives
36 36 3. Ground improvement by rigid inclusions Execution methods - typical rigid inclusions Concrete columns - installed using (adapted) piling techniques Grout and jet grout columns Soil mix elements (columns, panels, trenches, blocks ) Controlled Modulus Columns (CMC) Grouted stone columns
37 37 3. Ground improvement by rigid inclusions Execution methods Illustration with the CMC process
38 38 3. Ground improvement by rigid inclusions Execution methods Illustration with the CMC process
39 39 3. Ground improvement by rigid inclusions Execution methods Illustration with the CMC process Column strength = grout strength High settlement reduction with lower replacement ratios Independent from external parameters for lateral stability Vibration free Negligible volumes of spoil High installation rates High installation depths Case histories in the keynote
40 3. Ground improvement by rigid inclusions Execution methods Illustration with the CMC process Column strength = grout strength High settlement reduction with lower replacement ratios Independent from external parameters for lateral stability Vibration free Negligible volumes of spoil High installation rates High installation depths Case histories in the keynote Buschmeier et al. (2012) Installation of 34 m long CMCs Hamidi et al. (2016) Installation of 42 m long CMCs = world record! Both in Louisiana State to support oil tanks Varaksin et al. Ground improvement vs. pile foundations? 40
41 41 3. Ground improvement by rigid inclusions Numerical modeling of rigid inclusions ECSMGE TC211 Workshop J. Racinais CALIBRATION OF RIGID INCLUSION PARAMETERS BASED ON PRESSUMETER TEST RESULTS Global behavior of the reinforced soil
42 42 3. Ground improvement by rigid inclusions Numerical modeling of rigid inclusions ECSMGE TC211 Workshop J. Racinais CALIBRATION OF RIGID INCLUSION PARAMETERS BASED ON PRESSUMETER TEST RESULTS Behavior of the rigid inclusions Calibration of FEM input parameters on Frank & Zhao s laws and on pressuremeter
43 43 3. Ground improvement by rigid inclusions Numerical modeling of rigid inclusions ECSMGE TC211 Workshop J. Racinais CALIBRATION OF RIGID INCLUSION PARAMETERS BASED ON PRESSUMETER TEST RESULTS Validation with an in-situ load test
44 44 4. Hybrid concept without load transfer platform Soil mix elements used as bearing elements Construction of an eleven-story building in Leuven (Belgium) REGA-Instituut (KU Leuven) with the courtesy of SVR-Architects
45 45 4. Hybrid concept without load transfer platform Soil mix elements used as bearing elements Original foundation plan with pile groups
46 4. Hybrid concept without load transfer platform Soil mix elements used as bearing elements New foundation plan with CSM-panels A group of 5 piles three adjacent CSM-panels A group of 4 piles two adjacent CSM-panels A group of two piles one unique CSM-panel Varaksin et al. Ground improvement vs. pile foundations? 46
47 47 4. Hybrid concept without load transfer platform Soil mix elements used as bearing elements Aerial view during the execution of the works by Soetaert nv (Google view July 2013)
48 48 4. Hybrid concept without load transfer platform Soil mix elements used as bearing elements
49 49 4. Hybrid concept without load transfer platform Soil mix elements used as bearing elements
50 50 4. Hybrid concept without load transfer platform Soil mix elements used as bearing elements Boreholes for the tests on core samples
51 51 4. Hybrid concept without load transfer platform Soil mix elements used as bearing elements Design of the CSM-panels as bearing elements No rigid connection with the building structure Design for compression no reinforcement f cd > q (f cd Handbook soilmix-wanden and tests on core samples)
52 52 4. Hybrid concept without load transfer platform Soil mix elements used as bearing elements Design of the CSM-panels as bearing elements No rigid connection with the building structure Design for compression no reinforcement f cd > q (f cd Handbook soilmix-wanden and tests on core samples)
53 53 4. Hybrid concept without load transfer platform Soil mix elements used as bearing elements Design of the CSM-panels as bearing elements No rigid connection with the building structure Design for compression no reinforcement f cd > q (f cd Handbook soilmix-wanden and tests on core samples) Full vertical coring of a bearing element for QA/QC Geotechnical design only base resistance (De Beer method) no shaft resistance
54 54 4. Hybrid concept without load transfer platform Soil mix elements used as bearing elements Design of the CSM-panels as bearing elements High dimensions of the base area important base resistance!
55 55 4. Hybrid concept without load transfer platform Soil mix elements used as bearing elements Design of the CSM-panels as bearing elements High dimensions of the base area important base resistance!
56 56 4. Hybrid concept without load transfer platform Soil mix elements used as bearing elements Design of the CSM-panels as bearing elements discussion points In this concept: building slabs directly installed on the CSM-panels What is the effect of the absence of the LTP? What is the role of the soil in the concept? Quality of the soil mix material on the first meter Durability of the soil mix element (on the first meter) Effect of frost/thaw or wet/dry cycli? Carbonation?
57 57 4. Hybrid concept without load transfer platform Soil mix elements used as bearing elements Design of the CSM-panels as bearing elements discussion points In this concept: building slabs directly installed on the CSM-panels What is the effect of the absence of the LTP? What is the role of the soil in the concept? Quality of the soil mix material on the first meter Durability of the soil mix element (on the first meter) Effect of frost/thaw or wet/dry cycli? Carbonation?
58 58 4. Hybrid concept without load transfer platform Soil mix elements used as bearing elements Design of the CSM-panels as bearing elements discussion points In this concept: building slabs directly installed on the CSM-panels What is the effect of the absence of the LTP? What is the role of the soil in the concept? Quality of the soil mix material on the first meter Durability of the soil mix element (on the first meter) Effect of frost/thaw or wet/dry cycli? Carbonation? Geotechnical design of the bearing capacity Computed as a pile or as a high dimension caisson? Respect of the element dimensions! No shaft friction? Monitoring perspectives!
59 59 4. Hybrid concept without load transfer platform Soil mix elements used as bearing elements Design of the CSM-panels as bearing elements discussion points Chapter 14 - Kulhawy (1991) In this concept: building slabs directly installed on the CSM-panels What is the effect of the absence of the LTP? What is the role of the soil in the concept? Quality of the soil mix material on the first meter Durability of the soil mix element (on the first meter) Effect of frost/thaw or wet/dry cycli? Carbonation? Geotechnical design of the bearing capacity Computed as a pile or as a high dimension caisson? Respect of the element dimensions! No shaft friction? Monitoring perspectives!
60 60 5. Conclusions and perspectives Ground improvement vs. pile foundations? To avoid an unfair competition and unbalanced requirements Suited terminology and definition of the foundation concept Shallow, pile, pile raft foundations and ground improvement Rigid inclusions with a load transfer platform Design approaches in line with the Eurocodes
61 61 5. Conclusions and perspectives Ground improvement vs. pile foundations? To avoid an unfair competition and unbalanced requirements Suited terminology and definition of the foundation concept Shallow, pile, pile raft foundations and ground improvement Rigid inclusions with a load transfer platform Design approaches in line with the Eurocodes Hybrid concepts without load transfer platform Trend = use of soil mix elements as alternative to piles Requirements in line with the Eurocodes for temporary and permanent soil mix elements with a bearing function Discussion points Bearing (absence function of LTP?, role of the soil? ) Research GEO and STR perspectives designs and in-situ monitoring Durability Corrosion QA/QC Recent trend: not in competition but in combination!
62 62 5. Conclusions and perspectives Ground improvement vs. pile foundations? To avoid an unfair competition and unbalanced requirements Suited terminology and definition of the foundation concept Shallow, pile, pile raft foundations and ground improvement Rigid inclusions with a load transfer platform Design approaches in line with the Eurocodes Hybrid concepts without load transfer platform Trend = use of soil mix elements as alternative to piles Requirements in line with the Eurocodes for temporary and permanent soil mix elements with a bearing function
63 63 5. Conclusions and perspectives Ground improvement vs. pile foundations? To avoid an unfair competition and unbalanced requirements Suited terminology and definition of the foundation concept Shallow, pile, pile raft foundations and ground improvement Rigid inclusions with a load transfer platform Design approaches in line with the Eurocodes Hybrid concepts without load transfer platform Trend = use of soil mix elements as alternative to piles Requirements in line with the Eurocodes for temporary and permanent soil mix elements with a bearing function Bearing function GEO and STR designs Durability Corrosion QA/QC
64 64 5. Conclusions and perspectives Ground improvement vs. pile foundations? To avoid an unfair competition and unbalanced requirements Suited terminology and definition of the foundation concept Shallow, pile, pile raft foundations and ground improvement Rigid inclusions with a load transfer platform Design approaches in line with the Eurocodes Hybrid concepts without load transfer platform Trend = use of soil mix elements as alternative to piles Requirements in line with the Eurocodes for temporary and permanent soil mix elements with a bearing function Discussion points (absence of LTP?, role of the soil? ) Research perspectives and in-situ monitoring Recent trend: not in competition but in combination!
65 5. Conclusions and perspectives Ground improvement AND pile foundations Optimized design approach twelve-story building in Tokyo Soil mix walls for liquefaction mitigation and cost reduction: 70 % of the load taken by the piles 14 % by the soil mix walls 15 % by the soil Yamashita et al. (ICSMGE 2013) Varaksin et al. Ground improvement vs. pile foundations? 65
66 Thank you for your attention
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