[1] |
WU Qi, DING Xuan-ming, CHEN Zhi-xiong, CHEN Yu-min, PENG Yu, .
Seismic response of pile-soil-structure in coral sand
under different earthquake intensities
[J]. Rock and Soil Mechanics, 2020, 41(2): 571-580.
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[2] |
ZHANG Zhi-guo, HUANG Mao-song, YANG Xuan, .
Analytical solution for dissipation of excess pore water pressure
and soil consolidation settlement induced by tunneling under
the influence of long-term leakage
[J]. Rock and Soil Mechanics, 2019, 40(8): 3135-3144.
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[3] |
ZHANG Feng, CHEN Guo-xing, WU Qi, ZHOU Zheng-long.
Experimental study on undrained behavior of saturated silt
subject to wave loading
[J]. Rock and Soil Mechanics, 2019, 40(7): 2695-2702.
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[4] |
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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[5] |
MENG Yu-han, CHEN Zheng, FENG Jian-xue, LI Hong-po, MEI Guo-xiong, .
Optimization of one-dimensional foundation with sand blankets under the non-uniform distribution of initial excess pore water pressure
[J]. Rock and Soil Mechanics, 2019, 40(12): 4793-4800.
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[6] |
XU Cheng-shun, DOU Peng-fei, DU Xiu-li, CHEN Su, HAN Jun-yan, .
Large-scale shaking table model test of liquefiable free field
[J]. Rock and Soil Mechanics, 2019, 40(10): 3767-3777.
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[7] |
LIU Jia-shun, ZHANG Xiang-dong, SUN Jia-bao, YANG Jian-jun, FANG Tian-jian.
Experimental study on the pore pressure and deformation of saturated silty clay under K0 consolidation and principal stress axis rotation
[J]. , 2018, 39(8): 2787-2794.
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[8] |
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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[9] |
ZHOU En-quan, ZHU Xiao-dong, LU Jian-fei, WANG Bing-ui, .
Apparatus development and experimental study for fluid characteristics of liquefied sand
[J]. Rock and Soil Mechanics, 2018, 39(12): 4698-4706.
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[10] |
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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[11] |
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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[12] |
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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[13] |
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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[14] |
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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[15] |
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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