[1] |
WU Shuang-shuang, HU Xin-li, ZHANG Han, ZHOU Chang, GONG Hui, .
Field test and calculation method of negative skin friction of rock-socketed piles
[J]. Rock and Soil Mechanics, 2019, 40(9): 3610-3617.
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[2] |
ZHU Yan-peng, DU Xiao-qi, YANG Xiao-hui, LI Hui-jun, .
Research on utility tunnel foundation treated by compaction piles
and post-work immersion test in self-weight collapsible
loess area with large thickness
[J]. Rock and Soil Mechanics, 2019, 40(8): 2914-2924.
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[3] |
HUANG Jun-jie, WANG Wei, SU Qian, LI Ting, WANG Xun,.
Deformation and failure modes of embankments on soft ground reinforced by plain concrete piles
[J]. , 2018, 39(5): 1653-1661.
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[4] |
HU He-song, CHEN Xiao-bin, TANG Meng-xiong, LIAO Xiang-ying, XIAO Yuan-jie, .
Investigation on shearing failure mechanism for DPC pile-soil interface in large-scale direct shear tests
[J]. Rock and Soil Mechanics, 2018, 39(12): 4325-4334.
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[5] |
MA Xue-ning, FU Jiang, WANG Jun, WANG Xu,.
Effect of different surcharge loading forms on negative skin
friction of pile groups
[J]. , 2018, 39(10): 3531-3538.
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[6] |
AN Peng, ZHANG Ai-jun, XING Yi-chuan, NI Wan-kui, ZHANG Bo,.
Analysis of soak infiltration and deformation characteristics for thick collapsible loess in Ili region
[J]. , 2017, 38(2): 557-564.
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[7] |
ZHU Bing-er, QI Chang-guang, BAO Jiao-lei.
Field test study of load transfer mechanism of plastic tube pile under embankment loading
[J]. , 2016, 37(S2): 658-664.
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[8] |
NIU Ya-qiang , WANG Xu , ZHENG Jing , JIANG Dai-jun , LIU De-ren , JIANG Peng-cheng , .
Experimental research on anti-seepage effect of new embankment structure of lateral-constraint and seepage control
[J]. , 2015, 36(S2): 252-258.
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[9] |
HUANG Xue-feng , YANG Xiao-hui , YIN He , LIU Zi-long , ZHOU Jun-peng,.
Study of relationship between maximum collapsing depth and neutral point position of pile foundation in collapsible loess ground
[J]. , 2015, 36(S2): 296-302.
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[10] |
Ya-ru , DING Xuan-ming , LIU Han-long , LIU Yi,.
Mechanical response of pile-soil interactions of X-section cast-in-place
concrete piles to cross-sectional shape
[J]. , 2015, 36(S2): 357-364.
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[11] |
KONG Gang-qiang , SUN Xue-jin , CAO Zhao-hu , ZHOU Yang , .
Visualization comparative model tests on neutral point position of
tapered pile and equal section pile
[J]. , 2015, 36(S1): 38-42.
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[12] |
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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[13] |
MEI Yuan , HU Chang-ming , WEI Yi-feng , ZHANG Wen-cui , YUAN Yi-li , Wang Xue-yan , .
A centrifugal test study of the deformation of high backfill foundation in deep ravine of Q2 and Q3 loess
[J]. , 2015, 36(12): 3473-3481.
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[14] |
WANG Duan-duan, ZHOU Zhi-jun, Lü Yan-da, WEI Jin.
An experimental study of influence of drilling method on the
bearing capacity of pile foundation in collapsible loess area
[J]. , 2015, 36(10): 2927-2933.
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[15] |
JIA Yu ,SONG Fu-gui ,WANG Bing-long ,YANG Long-cai,.
Modified load transfer method for calculation of foundation pile settlement due to dewatering
[J]. , 2015, 36(1): 68-74.
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