Numerical and experimental study of multi-bench retained excavations |
Zheng, Gang
(MOE Key Laboratory of Coast Civil Structure Safety, Tianjin University)
Nie, Dongqing (MOE Key Laboratory of Coast Civil Structure Safety, Tianjin University) Diao, Yu (MOE Key Laboratory of Coast Civil Structure Safety, Tianjin University) Liu, Jie (MOE Key Laboratory of Coast Civil Structure Safety, Tianjin University) Cheng, Xuesong (MOE Key Laboratory of Coast Civil Structure Safety, Tianjin University) |
1 | Anastasopoulos, I., Gazetas, G., Bransby, M.F., Davies, M.C.R. and El Nahas, A. (2007), "Fault rupture propagation through sand: Finite-element analysis and validation through centrifuge experiments", J. Geotech. Geoenviron. Eng., 133(8), 943-958. DOI |
2 | Ardakani, A., Bayat, M. and Javanmard, M. (2014), "Numerical modeling of soil nail walls considering mohr coulomb, hardening soil and hardening soil with small-strain stiffness effect models", Geomech. Eng., 6(4), 391-401. DOI |
3 | Bildik, S. and Laman, M. (2015), "Experimental investigation of the effects of pipe location on the bearing capacity", Geomech. Eng., 8(2), 221-235. DOI |
4 | Bolton, M.D. and Powrie, W. (1987), "The collapse of diaphragm walls retaining clay", Geotechnique, 37(3), 335-353. DOI |
5 | Bolton, M.D. and Powrie, W. (1988), "Behaviour of diaphragm walls in clay prior to collapse", Geotechnique, 38(2), 167-189. DOI |
6 | Carder, D.R. and Bennett, S.N. (1996), The Effectiveness of Berms and Raked Props as Temporary Support to Retaining Walls, TRL Rep. 213. |
7 | Cheng, X., Zheng, G., Soga, K., Bandara, S.S., Kumar, K., Diao, Y. and Xu, J. (2015), "Post-failure behavior of tunnel heading collapse by MPM simulation", Sci. China Technol. Sci., 58(12), 2139-2152. DOI |
8 | Clough, G.W. and Davidson, R.R. (1977), "Effects of construction on geotechnical performance", Proceedings of the 9th International Conference Soil Mechanics and Foundation Engineering, Specialty Session III, Tokyo, July. |
9 | Daly, M.P. and Powrie, W. (2001), "Undrained analysis of earth berms as temporary supports for embedded retaining walls", Proc. Inst. Civ. Eng. Geotech. Eng., 149(4), 237-248. DOI |
10 | Desai, C.S. and Ma, Y. (1992), "Modelling of joints and interfaces using the disturbed-state concept", J. Numer. Anal. Meth. Geomech., 16(9), 623-653. DOI |
11 | Frydman, S. and Keissar, I. (1987), "Earth pressure on retaining walls near rock faces", J. Geotech. Eng., 113(6), 586-599. DOI |
12 | Do, N.A., Dias, D. and Oreste, P. (2013a), "3D modelling for mechanized tunnelling in soft ground-influence of the constitutive model", Am. J. Appl. Sci., 10(8), 863-875. DOI |
13 | Do, N.A., Dias, D., Oreste, P.P. and Djeran-Maigre, I. (2013b), "2D numerical investigations of twin tunnel interaction", Geomech. Eng., 6(3), 263-275. DOI |
14 | Fan, C. and Fang, Y. (2010), "Numerical solution of active earth pressures on rigid retaining walls built near rock faces", Comput. Geotech., 37(7), 1023-1029. DOI |
15 | Georgiadis, M. and Anagnostopoulos, C. (1998), "Effect of berms on sheet-pile wall behaviour", Geotechnique, 48(4), 569-574. DOI |
16 | Gourvenec, S.M. and Powrie, W. (2000), "Three-dimensional finite element analyses of embedded retaining walls supported by discontinuous earth berms", Can. Geotech. J., 37(5), 1062-1077. DOI |
17 | Greco, V. (2013), "Active thrust on retaining walls of narrow backfill width", Comput. Geotech., 50, 66-78. DOI |
18 | Kim, C., Kwon, J., Im, J.C. and Hwang, S. (2012), "A method for analyzing the self-supported earthretaining structure using stabilizing piles", Mar. Georesour. Geotec., 30(4), 313-332. DOI |
19 | Itasca Consulting Group (2009), "FLAC fast Lagrangian analysis of continua, version 5.0, User's manual. |
20 | Jewell, R.A. (1989), "Direct shear tests on sand", Geotechnique, 39(2), 309-322. DOI |
21 | Park, J., Joo, Y. and Kim, N. (2009), "New earth retention system with prestressed wales in an urban excavation", J. Geotech. Geoenviron. Eng., 135(11), 1596-1604. DOI |
22 | Lee, C., Wei, Y., Chen, H., Chang, Y., Lin, Y. and Huang, W. (2011), "Stability analysis of cantilever double soldier-piled walls in sandy soil", J. Chin. Inst. Eng., 34(4), 449-465. DOI |
23 | Liao, H.J. and Lin, C.C. (2009), "Case studies on bermed excavation in Taipei silty soil", Can. Geotech. J., 46(8), 889-902. DOI |
24 | Ouria, A., Toufigh, V., Desai, C. and Toufigh, V. (2016), "Finite element analysis of a CFRP reinforced retaining wall", Geomech. Eng., 10(6), 757-774. DOI |
25 | Peck, R.B. (1969), "Deep excavations and tunneling in soft ground", Proceedings of the 7th International Conference on SMFE, Mexico City. |
26 | Pietruszczak, S. and Mroz, Z. (1981), "Finite element analysis of deformation of strain-softening materials", J. Numer. Meth. Eng., 17(3), 327-334. DOI |
27 | Potts, D.M., Addenbrooke, T.I. and Day, R.A. (1993), The Use of Soil Berms for Temporary Support of Retaining Walls, Thomas Telford, London, U.K. |
28 | Hong, Y. and Ng, C.W.W. (2013), "Base stability of multi-propped excavations in soft clay subjected to hydraulic uplift", Can. Geotech. J., 50(2), 153-164. DOI |
29 | Qu, H., Li, R., Hu, H., Jia, H. and Zhang, J. (2016), "An approach of seismic design for sheet pile retaining wall based on capacity spectrum method", Geomech. Eng., 11(2), 303-323. |
30 | Powrie, W. and Daly, M.P. (2002), "Centrifuge model tests on embedded retaining walls supported by earth berms", Geotechnique, 52(2), 89-106. DOI |
31 | Toufigh, V., Desai, C.S., Saadatmanesh, H., Toufigh, V., Ahmari, S. and Kabiri, E. (2014), "Constitutive modeling and testing of interface between backfill soil and fiber-reinforced polymer", J. Geomech., 14(3), 04014009. DOI |
32 | Seo, M., Im, J., Kim, C. and Yoo, J. (2016), "Study on the applicability of a retaining wall using batter piles in clay", Can. Geotech. J., 53(8), 1195-1212. DOI |
33 | Take, W.A. and Valsangkar, A.J. (2001), "Earth pressures on unyielding retaining walls of narrow backfill width", Can. Geotech. J., 38(6), 1220-1230. DOI |
34 | Tatsuoka, F., Sakamoto, M., Kawamura, T. and Fukushima, S. (1986), "Strength and deformation characteristics of sand in plane strain compression at extremely low pressures", Soils Found., 26(1), 65-84. DOI |
35 | Toufigh, V., Masoud Shirkhorshidi, S. and Hosseinali, M. (2016), "Experimental investigation and constitutive modeling of polymer concrete and sand interface", J. Geomech., 17(1), 04016043. |
36 | Vardoulakis, I. and Graf, B. (1985), "Calibration of constitutive models for granular materials using data from biaxial experiments", Geotechnique, 35(3), 299-317. DOI |
37 | Yang, K.H. and Liu, C.N. (2007), "Finite element analysis of earth pressures for narrow retaining walls", J. GeoEng., 2(2), 43-52. |
38 | Yang, M., Chen, S. and Chen, S. (2006), "Innovative central opening strut system for foundation excavation", J. Constr. Eng. M., 132(1), 58-66. DOI |
39 | Zhao, Q. and Zhu, J.M. (2014), "Research on active earth pressure behind retaining wall adjacent to existing basements exterior wall considering soil arching effects", Rock Soil Mech., 35(3), 723-728. |