[1] |
LIU Kang, CHEN Guo-xing, WU Qi, MA Wei-jia, QIN You, .
Effects of cyclic loading directions on liquefaction characteristics of
saturated coral sand
[J]. Rock and Soil Mechanics, 2021, 42(7): 1951-1960.
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[2] |
WANG Jing, XIAO Tao, ZHU Hong-hu, MEI Guo-xiong, LIU Zheng-yuan, WEI Guang-qing, .
Study on bearing capacity of permeable pipe pile by field optical fiber monitoring
[J]. Rock and Soil Mechanics, 2021, 42(7): 1961-1970.
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[3] |
ZHANG Xiao-ling, ZHU Dong-zhi, XU Cheng-shun, DU Xiu-li, .
Research on p-y curves of soil-pile interaction in saturated sand
foundation in weakened state
[J]. Rock and Soil Mechanics, 2020, 41(7): 2252-2260.
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[4] |
SHI Xu-chao, SUN Yun-de.
Analysis of the evolution of excess pore water pressure in soft soil
under linear unloading
[J]. Rock and Soil Mechanics, 2020, 41(4): 1333-1338.
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[5] |
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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[6] |
XIE Yun-fei, CHI Shi-chun, ZHOU Xiong-xiong, .
Research on optimization design method of large-scale pile-raft foundation
in complex environment
[J]. Rock and Soil Mechanics, 2019, 40(S1): 486-493.
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[7] |
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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[8] |
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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[9] |
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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[10] |
ZHANG Ling, CHEN Jin-hai, ZHAO Ming-hua.
Maximum cantilever anti-slide piles spacing determination
with consideration of soil arching effect
[J]. Rock and Soil Mechanics, 2019, 40(11): 4497-4505.
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[11] |
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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[12] |
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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[13] |
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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[14] |
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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[15] |
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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