Investigation on seismic behavior of combined retaining structure with different rock shapes |
Lin, Yu-liang
(School of Civil Engineering, Central South University)
Zhao, Lian-heng (School of Civil Engineering, Central South University) Yang, T.Y. (Department of Civil Engineering, University of British Columbia) Yang, Guo-lin (School of Civil Engineering, Central South University) Chen, Xiao-bin (School of Civil Engineering, Central South University) |
1 | Yang, C.W., Zhang, J.J., Fu, X., Zhu, C.B. and Bi, J.W. (2014), "Improvement of pseudo-static method for slope stability analysis", J. Mt. Sci-Engl., 11(3), 625-633. https://doi.org/10.1007/s11629-013-2756-8. DOI |
2 | Yazdandoust, M. (2017), "Investigation on the seismic performance of steel-strip reinforced-soil retaining walls using shaking table test", Soil Dyn. Earthq. Eng., 97, 216-232. https://doi.org/10.1016/j.soildyn.2017.03.011. DOI |
3 | Yazdandoust, M. (2019a), "Shaking table modeling of MSE/soil nail hybrid retaining walls", Soils Found, 59(2): 241-252. https://doi.org/10.1016/j.sandf.2018.05.013. DOI |
4 | Yazdandoust, M. (2019b), "Assessment of horizontal seismic coefficient for three different types of reinforced soil structure using physical and analytical modeling", Int J Geomech, 19(7): 04019070. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001344. DOI |
5 | Zhou, X.P. and Cheng, H. (2014), "Stability analysis of three-dimensional seismic landslides using the rigorous limit equilibrium method", Eng. Geol., 174, 87-102. https://doi.org/10.1016/j.enggeo.2014.03.009. DOI |
6 | Zhou, X.P., Zhu, B.Z., Juang, C.H. and Wong, L.N.Y. (2019), "A stability analysis of a layered-soil slope based on random field", B. Eng. Geol. Environ., 78(4), 2611-2625. https://doi.org/10.1007/s10064-018-1266-x. DOI |
7 | Bakir, B.S. and Akis, E. (2005), "Analysis of a highway embankment failure associated with the 1999 Duzce, Turkey earthquake", Soil Dyn. Earthq. Eng., 25(3), 251-260. https://doi.org/10.1016/j.soildyn.2003.05.001. DOI |
8 | Abuhajar, O., El Naggar, H. and Newson, T. (2015), "Seismic soil-culvert interaction", Can. Geotech. J., 52(11), 1649-1667.https://doi.org/10.1139/cgj-2014-0493. DOI |
9 | Aminpoor, M.M. and Ghanbari, A. (2014), "Design charts for yield acceleration and seismic displacement of retaining walls with surcharge through limit analysis", Struct. Eng. Mech., 52(6): 1225-1256. https://doi.org/10.12989/sem.2014.52.6.1225. DOI |
10 | Aminpour, M.M., Maleki, M. and Ghanbari, A. (2017), "Investigation of the effect of surcharge on behavior of soil slopes", Geomech. Eng., 13(4), 653-669. https://doi.org/10.12989/gae.2017.13.4.653. DOI |
11 | Baker, R., Shukha, R., Operstein, V. and Frydman, S. (2006), "Stability charts for pseudo-static slope stability analysis", Soil Dyn. Earthq. Eng., 26(9), 813-823. https://doi.org/10.1016/j.soildyn.2006.01.023. DOI |
12 | Ghiasi, V. and Mozafari, V. (2018), "Seismic response of buried pipes to microtunnelling method under earthquake loads", Soil Dyn. Earthq. Eng., 113, 193-201. https://doi.org/10.1016/j.soildyn.2018.05.020. DOI |
13 | Candia, G., Mikola, R.G. and Sitard, N. (2016), "Seismic response of retaining walls with cohesive backfill: Centrifuge model studies", Soil Dyn. Earthq. Eng., 90, 411-419. https://doi.org/10.1016/j.soildyn.2016.09.013. DOI |
14 | Chen, G., Chen, S., Zuo, X., Du, X., Qi, C. and Wang, Z. (2015), "Shaking-table tests and numerical simulations on a subway structure in soft soil", Soil Dyn. Earthq. Eng., 76, 13-28. https://doi.org/10.1016/j.soildyn.2014.12.012. DOI |
15 | Choudhury, D. and Nimbalkar, S. (2005), "Seismic passive resistance by pseudo-dynamic method", Geotechnique, 55(9), 699-702. https://doi.org/10.1680/geot.2005.55.9.699. DOI |
16 | Ertugrul, O.L. (2016), "Numerical modeling of the seismic racking behavior of box culverts in dry cohesionless soils", KSCE J. Civ. Eng., 20(5), 1737-1746. https://doi.org/10.1007/s12205-015-0235-1. DOI |
17 | Fox, P.J., Sander, A.C., Elgamal, A., Greco, P., Isaacs, D., Stone, M. and Wong, S. (2015), "Large soil confinement box for seismic performance testing of geo-structures", Geotech. Test. J., 38(1), 72-84. https://doi.org/10.1520/GTJ20140034. |
18 | Greco, V.R. (2001), "Pseudo-static thrust on cantilever walls", Soils Found., 41(3), 87-92. https://doi.org/10.3208/sandf.41.3_87. DOI |
19 | Griffiths, D.V. and Fenton, G.A. (2004), "Probabilistic slopes tability analysis by finite elements", J. Geotech. Geoenviron., 130(5), 507-518. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:5(507) DOI |
20 | Guler, E. and Selek, O. (2014), "Reduced-scale shaking table tests on geosynthetic-reinforced soil walls with modular racing", J. Geotech. Geoenviron., 140(6), 04014015. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001102. DOI |
21 | Huang, C.C. (2000), "Investigations of soil retaining structures damaged during the Chi-Chi (Taiwan) earthquake", J. Chin. Inst. Eng., 23(4), 417-428. https://doi.org/10.1080/02533839.2000.9670562. DOI |
22 | Kamai, T. and Sangawa, A. (2011), "Landslides on ancient embankments in the Kinki district (Japan): Strong motion seismoscope of the 1596 Keichou-Fushimi earthquake", Quatern. Int., 242(1), 90-105. https://doi.org/10.1016/j.quaint.2011.04.002. DOI |
23 | Iskander, M., Chen, Z., Omidvar, M., Guzman, I. and Elsherif, O. (2013), "Active static and seismic earth pressure for c-psi soils", Soils Found., 53(5), 639-652. https://doi.org/10.1016/j.sandf.2013.08.003. DOI |
24 | Jo, S.B., Ha, J.G., Lee, J.S. and Kim, D.S. (2017), "Evaluation of the seismic earth pressure for inverted T-shape stiff retaining wall in cohesionless soils via dynamic centrifuge", Soil Dyn. Earthq. Eng., 92, 345-357. https://doi.org/10.1016/j.soildyn.2016.10.009. DOI |
25 | Jo, S.B., Ha, J.G., Yoo, M., Choo, Y.W. and Kim, D.S. (2014), "Seismic behavior of an inverted T-shape flexible retaining wall via dynamic centrifuge tests", B. Earthq. Eng., 12(2), 961-980. https://doi.org/10.1007/s10518-013-9558-9. DOI |
26 | Khajehzadeh, M., Taha, M.R. and Eslami, M. (2013), "Efficient gravitational search algorithm for optimum design of retaining walls", Struct. Eng. Mech., 45(1), 111-127. https://doi.org/10.12989/sem.2013.45.1.111 DOI |
27 | Latha, G.M. and Santhanakumar, P. (2015), "Seismic response of reduced-scale modular block and rigid faced reinforced walls through shaking table tests", Geotext. Geomembr., 43(4), 307-316. https://doi.org/10.1016/j.geotexmem.2015.04.008. DOI |
28 | Lin, Y.L., Cheng, X.M. and Yang, G.L. (2018a), "Shaking table test and numerical simulation on a combined retaining structure response to earthquake loading", Soil Dyn. Earthq. Eng., 108, 29-45. https://doi.org/10.1016/j.soildyn.2018.02.008. DOI |
29 | Lin, Y.L., Cheng, X.M., Yang, G.L. and Li, Y. (2018b), "Seismic response of a sheet-pile wall with anchoring frame beam by numerical simulation and shaking table test", Soil Dyn. Earthq. Eng., 115, 352-364. https://doi.org/10.1016/j.soildyn.2018.07.028. DOI |
30 | Lin, Y.L., Yang, X., Yang, G.L., Li, Y. and Zhao, L.H. (2017), "A closed-form solution for seismic passive earth pressure behind a retaining wall supporting cohesive-frictional backfill" Acta Geotech., 12(2): 453-461. http:// doi.org/10.1007/s11440-016-0472-6 DOI |
31 | Lin, Y.L., Leng, W.M., Yang, G.L., Li, L. and Yang, J.S. (2015), "Seismic response of embankment slopes with different reinforcing measures in shaking table tests", Nat. Hazards, 76(2), 791-810. https://doi.org/10.1007/s11069-014-1517-5. DOI |
32 | Motlagh, A.T., Ghanbari, A., Maedeh, P.A. and Wu, W. (2018), "A new analytical approach to estimate the seismic tensile force of geosynthetic reinforcement respect to the uniform surcharge of slopes", Earthq. Struct., 15(6), 687-699. https://doi.org/10.12989/eas.2018.15.6.687. DOI |
33 | Nian, T.K., Liu, B., Han, J. and Huang, R.Q. (2014), "Effect of seismic acceleration directions on dynamic earth pressures in retaining structures", Geomech. Eng., 7(3), 263-277. https://doi.org/10.12989/gae.2014.7.3.263. DOI |
34 | Savalle, N., Vincens, E. and Hans, S. (2018), "Pseudo-static scaled-down experiments on dry stone retaining walls: Preliminary implications for the seismic design", Eng. Struct., 171, 336-347. https://doi.org/10.1016/j.engstruct.2018.05.080. DOI |
35 | Shukha, R. and Baker, R. (2008), "Design implications of the vertical pseudo-static coefficient in slope analysis", Comput. Geotech., 35(1), 86-96. https://doi.org/10.1016/j.compgeo.2007.01.005. DOI |
36 | Singh, R., Roy, D. and Jain, S.K. (2005), "Analysis of earth dams affected by the 2001 Bhuj Earthquake", Eng. Geol., 80(3-4), 282-291. https://doi.org/10.1016/j.enggeo.2005.06.002. DOI |
37 | Wang, K.L. and Lin, M.L. (2011), "Initiation and displacement of landslide induced by earthquake - a study of shaking table model slope test", Eng. Geol., 122, 106-114. https://doi.org/10.1016/j.enggeo.2011.04.008. DOI |
38 | Suzuki, M., Shimura, N., Fukumura, T., Yoneda, O. and Tasaka, Y.(2015), "Seismic performance of reinforced soil wall with untreated and cement-treated soils as backfill using a 1-g shaking table", Soils Found., 55(3), 626-636. https://doi.org/10.1016/j.sandf.2015.04.013. DOI |
39 | Temur, R. and Bekdas, G. (2016), "Teaching learning-based optimization for design of cantilever retaining walls", Struct. Eng. Mech., 57(4): 763-783. https://doi.org/10.12989/sem.2016.57.4.763. DOI |
40 | Tricarico, M., Madabhushi, G.S.P. and Aversa, S. (2016), "Centrifuge modelling of flexible retaining walls subjected to dynamic loading", Soil Dyn. Earthq. Eng., 88, 297-306. https://doi.org/10.1016/j.soildyn.2016.06.013. DOI |
41 | Xu, C., Xu, X.W., Yao, X. and Dai, F.C. (2014), "Three (nearly) complete inventories of landslides triggered by the May 12, 2008 Wenchuan Mw 7.9 earthquake of China and their spatial distribution statistical analysis", Landslides, 11(3): 441-461. https://doi.org/10.1007/s10346-013-0404-6. DOI |
42 | Xu, X., Zhou, X.P., Huang, C.X. and Cu, L.Q. (2017), "Wedge-failure analysis of the seismic slope using the pseudo dynamic method", Int. J. Geomech., 17(12), 04017108. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001015. DOI |
![]() |