[1] | PAN Jia-jun, WANG Guan-qi, CHENG Zhan-lin, YU Ting, JIANG Ji-wei. Deformation prediction of concrete face rockfill dams based on nonlinear dilatancy model[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(s1): 17-21. DOI: 10.11779/CJGE2017S1004 |
[2] | HUANG Mao-song, YU Jian, ZHANG Chen-rong. p-y curves of laterally loaded piles in clay based on strain path approach[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(3): 400-409. DOI: 10.11779/CJGE201503002 |
[3] | XIAO Yang, DENG An. Stress-strain analyses of sand-EPS lightweight-bead fills based on elliptic-parabolic yield surfaces model[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(9): 1467-1471. |
[4] | XU Bin, KONG Xianjing, ZOU Degao, LOU Shulian. Laboratory study on behaviour of static properties of saturated sand-gravel after liquefaction[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(1): 103-106. |
[5] | Qiu Jinying. Effects ofStress Path on Stress-Strain BehaViour of Sand[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(2): 75-82. |
[7] | Lu Shiqiang, Chin Jinying. Effect of Stress History on Stress-Strain Relation of Sand[J]. Chinese Journal of Geotechnical Engineering, 1989, 11(4): 17-25. |
[8] | Yin Zongze, J.M. Duncan. A Stress-strain Relationship for Dilative and Non-dilative Soils[J]. Chinese Journal of Geotechnical Engineering, 1984, 6(4): 24-40. |
[9] | Liu Zude, Lu Shiqiang, Yang Tianlin, Li Baiqiao. The Influence of Stress Path on the Stress-strain Behavior of Earthfills and its Application[J]. Chinese Journal of Geotechnical Engineering, 1982, 4(4): 45-55. |
[10] | Yan Ming-li. The Stress-strain Relationship Model for Remoulded Saturated Clay-loam[J]. Chinese Journal of Geotechnical Engineering, 1981, 3(4): 43-53. |