[1] |
XIA Tang-dai, ZHENG Qing-qing, CHEN Xiu-liang, .
Predicting excess pore water pressure under cyclic loading with regular intervals based on cumulative dynamic deviator stress level
[J]. Rock and Soil Mechanics, 2019, 40(4): 1483-1490.
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[2] |
WANG Xiang-ying, CHEN Yu-min, JIANG Qiang, LIU Han-long, .
Soil pressures of the anti-liquefaction rigid-drainage pile during pile driving
[J]. , 2018, 39(6): 2184-2192.
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[3] |
WANG Yong-hong, ZHANG Ming-yi, LIU Jun-wei, BAI Xiao-yu, .
Influence of excess pore water pressure on shear strength of pile-soil interface in clayey soil
[J]. , 2018, 39(3): 831-838.
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[4] |
XIONG Yong, LUO Qiang, ZHANG Liang, JIANG Liang-wei, ZHU Jiang-jiang, .
Analysis of deformation time effect of silt clay filler in K30 loading process
[J]. , 2018, 39(3): 863-871.
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[5] |
YANG Yao-hui, CHEN Yu-min, LIU Han-long, LI Wen-wen, JIANG Qiang, .
Investigation on liquefaction resistance performance
of rigid-drainage pile groups by shaking table
[J]. , 2018, 39(11): 4025-4032.
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[6] |
WANG Jia-quan, LIU Lei-lei, ZHU Qing-sheng, ZHANG Hao,.
Experiment on residual stress of close-end pipe piles jacked into layered red clay
[J]. , 2017, 38(7): 1878-1886.
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[7] |
LI Shu, XU Qiang, ZHANG Li-zhan, PENG Da-lei, Lü Hong-bin, SONG Shao-jie,.
Time effect and mechanism of strength weakening of loess soaked in water in Heifangtai area
[J]. , 2017, 38(7): 2043-2048.
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[8] |
LIN Cheng-fu, LEI Guo-hui, .
Responses of negative excess pore water pressure under unloading in one-dimensional swelling tests
[J]. , 2017, 38(12): 3613-3618.
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[9] |
LIU Hong-jun, ZHANG Hao, LI Hong-jiang, YIN Yan-jing,.
Finite element analysis of horizontal bearing capacity of umbrella suction anchor foundation in soft clay
[J]. , 2017, 38(11): 3325-3331.
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[10] |
ZUO Qing-jun, CHEN Ke, TAN Yun-zhi, HU Sheng-song, WANG Hong-xing.
A time-dependent constitutive model for swelling surrounding rock of tunnel in water-rich argillaceous slate
[J]. , 2016, 37(5): 1357-1364.
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[11] |
HUANG Yong , WANG Jun , MEI Guo-xiong , .
Model experimental study of accelerating dissipation of excess pore water pressure in soil around a permeable pipe pile
[J]. , 2016, 37(10): 2893-2899.
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[12] |
WU Jun , LIAO Shao-ming , Huo Xiao-bo,.
Effect of train vibration load of a running metro on excess pore water pressure
[J]. , 2015, 36(S1): 496-500.
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[13] |
TU Guo-xiang, HUANG Run-qiu.
Time effect on stability of embankment slope due to rainfall
[J]. , 2015, 36(S1): 523-530.
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[14] |
HUANG Qiang , HUANG Hong-wei , ZHANG Feng , YE Bin , ZHANG Dong-mei , .
Research on environmental vibration response of soft saturated soil
due to moving metro train
[J]. , 2015, 36(S1): 563-567.
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[15] |
QI Chang-guang , LIU Gan-bin , CHEN Yong-hui , GUO Wei,.
Field testing on the bearing characteristics of plastic tube
cast-in-place concrete pile with shaft pre-grouting
[J]. , 2015, 36(8): 2377-2385.
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