Verification of soil parameters of hardening soil model with small-strain stiffness for deep excavations in medium dense sand in Ho Chi Minh City, Vietnam

Innovative Infrastructure Solutions - Tập 7 Số 1 - 2022
Quoc Thien Huynh1, Van Qui Lai2, Tirawat Boonyatee3, Suraparb Keawsawasvong4
1Institute of Research and Development, Duy Tan University, Da Nang, Vietnam
2Faculty of Civil Engineering, Ho Chi Minh City University of Technology (HCMUT), 268 Ly Thuong Kiet Street, District 10, Ho Chi Minh City, Vietnam
3Department of Civil Engineering, Chulalongkorn University, Bangkok, Thailand
4Department of Civil Engineering, Thammasat School of Engineering, Thammasat University, Pathumthani, Thailand

Tóm tắt

Từ khóa


Tài liệu tham khảo

AIJ (2001) Recommendations for design of building foundations. AIJ, Tokyo

Anderson DG, Woods RD (1976) Time-dependent increase in shear modulus of clay. J Geotech Geoenviron Eng 102:525–537

Arkinsos J, Sallfors G (1991) Experimental determination of soil properties. Proc 10th ECSMFE 3:915–956

Ataee O, Moghaddas NH, Lashkaripour GR (2019) Estimating shear wave velocity of soil using standard penetration test (SPT) blow counts in Mashhad city. J Earth Syst Sci 128(3):66

Atkinson J (2000) Non-linear soil stiffness in routine design. Géotechnique 50(5):487–508

Benz T (2007) Small-strain stiffness of soils and its numerical consequences. Universität Stuttgart - Institut für Geotechnik, Stuttgart

Brinkgreve R, Bakker K, Bonnier P (2006) The relevance of small-strain soil stiffness in numerical simulation of excavation and tunneling projects. In: Proceedings of 6th European conference in geotechnical engineering, Graz, Austria

Burland J (1989) Ninth Laurits Bjerrum Memorial lecture: small is beautiful—the stiffness of soils at small strains. Can Geotech J 26(4):499–516

Chatterjee K, Choudhury D (2013) Variations in shear wave velocity and soil site class in Kolkata city using regression and sensitivity analysis. Nat Hazards 69(3):2057–2082

Chen S-L, Lee S-C, Wei Y-S (2016) Numerical analysis of ground surface settlement induced by double-O tube shield tunneling. J Perform Constr Facil 30(5):04016012

Clough GW (1990) Construction induced movements of in situ walls. Design and performance of earth retaining structures, pp 439–470

Dikmen Ü (2009) Statistical correlations of shear wave velocity and penetration resistance for soils. J Geophys Eng 6(1):61–72

Esfehanizadeh M, Nabizadeh F, Yazarloo R (2015) Correlation between standard penetration (N SPT) and shear wave velocity (VS) for young coastal sands of the Caspian Sea. Arab J Geosci 8(9):7333–7341

Farrokhzad F, Choobbasti A (2016) Empirical correlations of shear wave velocity (Vs) and standard penetration resistance based on soil type in Babol city

Fatehnia M, Hayden M, Landschoot M (2015) Correlation between shear wave velocity and SPT-N values for North Florida soils. Electron J Geotechn Eng 20(22):12421–12430

Finno RJ, Atmatzidis DK, Perkins SB (1989) Observed performance of a deep excavation in clay. J Geotech Eng 115(8):1045–1064

Gioda G, Maier G (1980) Direct search solution of an inverse problem in elastoplasticity: identification of cohesion, friction angle and in situ stress by pressure tunnel tests. Int J Numer Meth Eng 15(12):1823–1848

Goldberg DT, Jaworski WE, Gordon MD (1976) Lateral support systems and underpinning, volume III: construction methods. Federal Highway Administration, Offices of Research and Development, McLean

Hama Salih S, Mirza Hassan M, Shiau J, Hossain Z (2018) Numerical simulation of staged braced excavation in sand~ O6 MRT station. Int J GEOMATE 14(43):104–111

Hanumantharao C, Ramana GV (2008) Dynamic soil properties for microzonation of Delhi, India. J Earth Syst Sci 117(2):719–730

Harahap SE, Ou C-Y (2020) Finite element analysis of time-dependent behavior in deep excavations. Comput Geotech 119:103300

Hardin BO, Black W (1969) Closure on vibration modulus of normally consolidated clay. J Soil Mech Found Div 95:1531–1537

Hasancebi N, Ulusay R (2007) Empirical correlations between shear wave velocity and penetration resistance for ground shaking assessments. Bull Eng Geol Environ 66(2):203–213

Herold A, Wolffersdorff P (2009) The use of hardening soil model with small-strain stiffness for serviceability limit state analyses of GRE structures. Proc GeoAfrica 22:1–5

Houlsby G (2000) Critical state models and small-strain stiffness. Developments in theoretical geomechanics. In: Proceedings of the Booker Memorial symposium, Citeseer

Hsieh P-G, Ou C-Y (1998) Shape of ground surface settlement profiles caused by excavation. Can Geotech J 35(6):1004–1017

Hsiung B-CB (2009) A case study on the behaviour of a deep excavation in sand. Comput Geotech 36(4):665–675

Hsiung B-CB, Yang K-H, Aila W, Ge L (2018) Evaluation of the wall deflections of a deep excavation in Central Jakarta using three-dimensional modeling. Tunn Undergr Space Technol 72:84–96

Hsiung B-CB, Yang K-H, Aila W, Hung C (2016) Three-dimensional effects of a deep excavation on wall deflections in loose to medium dense sands. Comput Geotech 80:138–151

Hsiung B, Dao S-D (2014) Evaluation of constitutive soil models for predicting movements caused by a deep excavation in sands. Electron J Geotech Eng 19:17325–17344

Hung NK, Phienwej N (2016) Practice and experience in deep excavations in soft soil of Ho Chi Minh City, Vietnam. KSCE J Civ Eng 20(6):2221–2234

Huynh QT, Lai VQ, Boonyatee T, Keawsawasvong S (2020) Behavior of a deep excavation and damages on adjacent buildings: a case study in Vietnam. Transp Infrastruct Geotechnol 8:1–29

Huynh QT, Lai VQ, Tran VT, Nguyen MT (2020) Analyzing the settlement of adjacent buildings with shallow foundation based on the horizontal displacement of retaining wall. In: Geotechnics for sustainable infrastructure development. Springer, pp 313–320

Huynh QT, Lai VQ, Tran VT, Nguyen MT (2020) Back analysis on deep excavation in the thick sand layer by hardening soil small model. In: ICSCEA 2019. Springer, pp 659–668

Hwang RN, Moh Z-C, Wang C (2007) Performance of wall systems during excavation for Core Pacific City. J Geoeng 2(2):53–60

Imai T (1977) P and S wave velocities of the ground in Japan. In: Proc. 9th ICSMFE, vol 2, pp 257–260

Imai T, Tonouchi K (1982) Correlation of N-value with S-wave velocity. In: Proc. of 2nd Europ. Sympo. on Penetration Testing, vol 67, p 72

Imai T, Yoshimura M (1970) Elastic wave velocities and characteristics of soft soil deposits. Jpn Soc Soil Mech Found Eng 18(1):17–22

Jafari MK, Shafiee A, Razmkhah A (2002) Dynamic properties of fine grained soils in south of Tehran. J Seismol Earthq Eng 4(1):25–35

Jaky J (1944) The coefficient of earth pressure at rest. J Soc Hung Archit Eng 78:355–358

Janbu N (1963) Soil compressibility as determined by odometer and triaxial tests. In: Proceedings of the European conference SMFE

Japan Road Association (1980) Specification and interpretation of bridge design for highway—Part V: resilient design

Kacprzak G, Bodus S (2018) Numerical analysis of the load distribution under the piled raft foundation of the high-rise building. Ann Wars Univ Life Sci SGGW Land Reclam 50(2):129–138

Kalteziotis N, Sabatakakis N, Vassiliou J (1992) Evaluation of dynamic characteristics of Greek soil formations. In: Second hellenic conference on geotechnical engineering, vol 2, pp 239–246

Khoiri M, Ou C-Y (2013) Evaluation of deformation parameter for deep excavation in sand through case histories. Comput Geotech 47:57–67

Kirar B, Maheshwari B, Muley P (2016) Correlation between shear wave velocity (Vs) and SPT resistance (N) for Roorkee region. Int J Geosynth Ground Eng 2(1):9

Konda T, Ota H, Yanagawa T, Hashimoto A (2008) Measurements of ground deformations behind braced excavations. In: Geotechnical aspects of underground construction in soft ground: proceedings of the 6th international symposium (IS-Shanghai 2008). CRC Press

Lai VQ, Le MN, Huynh QT, Do TH (2020) Performance analysis of a combination between D-wall and Secant pile wall in upgrading the depth of basement by Plaxis 2D: a case study in Ho Chi Minh city. In: ICSCEA 2019. Springer, pp 745–755

Lee SHH (1990) Regression models of shear wave velocities in Taipei basin. J Chin Inst Eng 13(5):519–532

Lee CT, Tsai BR (2008) Mapping Vs30 in Taiwan. TAO Terr Atmospheric Ocean Sci 19(6):6

Likitlersuang S, Surarak C, Wanatowski D, Oh E, Balasubramaniam A (2013) Finite element analysis of a deep excavation: a case study from the Bangkok MRT. Soils Found 53(5):756–773

Lim A, Ou C-Y (2017) Stress paths in deep excavations under undrained conditions and its influence on deformation analysis. Tunn Undergr Space Technol 63:118–132

Lim A, Ou C-Y, Hsieh P-G (2010) Evaluation of clay constitutive models for analysis of deep excavation under undrained conditions. J Geoeng 5(1):9–20

Liu G, Ng CW, Wang Z (2005) Observed performance of a deep multistrutted excavation in Shanghai soft clays. J Geotech Geoenviron Eng 131(8):1004–1013

Maheswari RU, Boominathan A, Dodagoudar GR (2010) Use of surface waves in statistical correlations of shear wave velocity and penetration resistance of Chennai soils. GeotechGeol Eng 28(2):119–137

Maheshwari BK, Mahajan AK, Sharma ML, Paul DK, Kaynia AM, Lindholm C (2013) Relationship between shear velocity and SPT resistance for sandy soils in the Ganga basin. Int J Geotech Eng 7(1):63–70

Mair R (1993) Developments in geotechnical engineering research: application to tunnels and deep excavations. In: Proceedings of institution of civil engineers: civil engineering

Marto A, Tan CS, Leong TK (2013) Universal correlation of shear wave velocity and standard penetration resistance. Electron J Geotech Eng 18:2727–2738

Nguyen TT, Indraratna B (2020) The energy transformation of internal erosion based on fluid-particle coupling. Comput Geotech 121:103475

Obrzud RF (2010) On the use of the hardening soil small strain model in geotechnical practice. Numer Geotech Struct 16:1–17

Ohba S, Toriuma I (1970) Research on vibrational characteristics of soil deposits in Osaka, part 2, on velocities of wave propagation and predominant periods of soil deposits. Technical meeting of Architectural Institute of Japan

Ohsaki Y, Iwasaki R (1973) On dynamic shear moduli and Poisson’s ratios of soil deposits. Soils Found 13(4):61–73

Ohta Y, Goto N (1978) Empirical shear wave velocity equations in terms of characteristic soil indexes. Earthq Eng Struct Dyn 6(2):167–187

Ohta T, Hara A, Niwa M, Sakano T (1972) Elastic moduli of soil deposits estimated by N-values. In: Proceedings of the 7th annual conference, The Japanese Society of Soil Mechanics and Foundation Engineering

Okamoto T, Kokusho T, Yoshida Y, Kusuonoki K (1989) Comparison of surface versus subsurface wave source for P–S logging in sand layer. In: Proc. 44th Ann. Conf. JSCE, vol 3, pp.996–997

Ou C-Y, Chiou D-C, Wu T-S (1996) Three-dimensional finite element analysis of deep excavations. J Geotech Eng 122(5):337–345

Ou C-Y, Hsieh P-G, Chiou D-C (1993) Characteristics of ground surface settlement during excavation. Can Geotech J 30(5):758–767

Pitilakis KD, Anastasiadis A, Raptakis D (1992) Field and laboratory determination of dynamic properties of natural soil deposits. In: Proceedings of the 10th world conference on earthquake engineering, vol 5, pp 1275–1280

Plaxis_2D (2019) Reference manual. Plaids BV, Amsterdam

Rafa S, Rouaz I, Bouaicha A, Abed El Hamid A (2017) Cyclic lateral response of piles in dry sand: effect of pile slenderness

Raptakis DG, Anastasiadis SAJ, Pitilakis KD, Lontzetidis KS (1995) Shear wave velocities and damping of Greek natural soils. In: Proceedings of the 10th European conference on earthquake engineering, vol 1, pp 477–482

Schanz T, Vermeer P, Bonnier P (1999) The hardening soil model: formulation and verification. In: Beyond 2000 in computational geotechnics, pp 281–296

Schweiger H (2009) Influence of constitutive model and EC7 design approach in FEM analysis of deep excavations. In: Proceeding of ISSMGE international seminar on deep excavations and retaining structures, Budapest

Seed HB, Idriss IM, Arango I (1983) Evaluation of liquefaction potential using field performance data. J Geotech Eng 109(3):458–482

Simpson B (1992) Retaining structures: displacement and design. Géotechnique 42(4):541–576

Simpson B, O’Riordan N, Croft D (2008) A computer model for the analysis of ground movements in London Clay. The essence of geotechnical engineering: 60 years of Géotechnique. Thomas Telford Publishing, London, pp 331–361

Skels P, Bondars K (2017) Applicability of small strain stiffness parameters for pile settlement calculation. Proc Eng 172:999–1006

Stokoe KH, Santamarina JC (2000) Seismic-wave-based testing in geotechnical engineering. In: ISRM international symposium, international society for rock mechanics and rock engineering

Stroud M (1989) Penetration testing in the UK. Thomas Telford, London

Sykora DE, Stokoe KH (1983) Correlations of in-situ measurements in sands of shear wave velocity. Soil Dyn Earthq Eng 20(1):125–136

Tan C-G, Majid TA, Ariffin KS, Mohamad N (2012) Site-specific empirical correlation between shear wave velocity and standard penetration resistance using MASW method. In: 2012 IEEE colloquium on humanities, science and engineering (CHUSER), IEEE

Tan Y, Chow C (2008) Design of retaining wall and support systems for deep basement construction–a Malaysian experience. In: Seminar on “deep excavation and retaining walls”, jointly orgnaised by IEM-HKIE, Malaysia

TCVN (2012) Specifications for design of foundation for buildings and structures, 9362:2012: Vietnam standard

Teo P, Wong K (2012) Application of the hardening soil model in deep excavation analysis. IES J Part A Civ Struct Eng 5(3):152–165

Teparaksa W, Teparaksa J (2019) Comparison of diaphragm wall movement prediction and field performance for different construction techniques. Undergr Space 4(3):225–234

Thaker T, Rao K (2011) Development of statistical correlations between shear wave velocity and penetration resistance using MASW technique. In: Pan-Am CGS, geotechnical conference

Tsiambaos G, Sabatakakis N (2011) Empirical estimation of shear wave velocity from in situ tests on soil formations in Greece. Bull Eng Geol Environ 70(2):291–297

Vermeer P, Schwab R, Benz T (2006) Two elastoplastic models for small and large strains and their use in engineering practise. In: Modern trends in geomechanics. Springer, pp 159–174

Von Soos P (1990) Properties of soil and rock (in German), Grundbau Taschenbuch part 4. Ernst & Sohn, Berlin

Vucetic M, Dobry R (1991) Effect of soil plasticity on cyclic response. J Geotech Eng 117(1):89–107

Xuan F, Xia X-H, Wang J-H (2009) The application of a small strain model in excavations. J Shanghai Jiaotong Univ Sci 14(4):418–422

Ying H-W, Cheng K, Zhang L-S, Ou C-Y, Yang Y-W (2020) Evaluation of excavation-induced movements through case histories in Hangzhou. Eng Comput 37:1993–2016

Yong CC, Oh E (2016) Modelling ground response for deep excavation in soft ground. Int J 11(26):2633–2642

Zhang D-M, Xie X-C, Li Z-L, Zhang J (2020) Simplified analysis method for predicting the influence of deep excavation on existing tunnels. Comput Geotech 121:103477

Zhang W, Goh AT, Zhang Y (2015) Updating soil parameters using spreadsheet method for predicting wall deflections in braced excavations. Geotech Geol Eng 33(6):1489–1498

Zhang W, Hong L, Li Y, Zhang R, Goh AT, Liu H (2021) Effects of jet grouting slabs on responses for deep braced excavations. Undergr Space 6(2):185–194

Zhang W, Zhang R, Goh AT (2018) Multivariate adaptive regression splines approach to estimate lateral wall deflection profiles caused by braced excavations in clays. Geotech Geol Eng 36(2):1349–1363