[1] |
HE Zhi-jun, LEI Hao-cheng, XIA Zhang-qi, ZHAO Lian-heng.
Analysis of settlement and internal force displacement
of single pile in multilayer soft soil foundation
[J]. Rock and Soil Mechanics, 2020, 41(2): 655-666.
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[2] |
LIU Zhong-yu, XIA Yang-yang, ZHANG Jia-chao, ZHU Xin-mu.
One-dimensional elastic visco-plastic consolidation analysis of saturated
clay considering Hansbo’s flow
[J]. Rock and Soil Mechanics, 2020, 41(1): 11-22.
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[3] |
CHEN Dong, WANG En-yuan, LI Nan, .
Study on wave field characteristics of different media models of coal and rock
[J]. Rock and Soil Mechanics, 2019, 40(S1): 449-458.
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[4] |
GONG Wen-hui, ZHAO Xu-dong, QIU Jin-wei, LI Yi, YANG Han.
Nonlinear analysis of one-dimensional consolidation of saturated clay including dead-weight effects and large strain
[J]. Rock and Soil Mechanics, 2019, 40(6): 2099-2107.
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[5] |
LIU Zhong-yu, CUI Peng-lu, ZHENG Zhan-lei, XIA Yang-yang, ZHANG Jia-chao.
Analysis of one-dimensional rheological consolidation with flow described by non-Newtonian index and fractional-order Merchant’s model
[J]. Rock and Soil Mechanics, 2019, 40(6): 2029-2038.
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[6] |
TONG Li-hong, WANG Jue, GUO Sheng-gen, ZHU Huai-long, XU Chang-jie, .
One-dimensional consolidation characteristics of viscoelastic foundation
with continuous drainage boundary under time- dependent loading
[J]. Rock and Soil Mechanics, 2019, 40(5): 1862-1868.
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[7] |
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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[8] |
ZHOU Ya-dong, DENG An, LU Qun, .
A one-dimensional consolidation model considering large strain for unsaturated soil
[J]. , 2018, 39(5): 1675-1682.
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[9] |
LI Chuan-xun, DONG Xing-quan, JIN Dan-dan, WANG Yu-lin,.
Large-strain nonlinear consolidation of double-layered soft clay with threshold gradient
[J]. , 2018, 39(5): 1877-1884.
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[10] |
WANG Lei, LI Lin-zhong, XU Yong-fu, XIA Xiao-he, SUN De-an,.
Analysis of one-dimensional consolidation of fractional viscoelastic saturated soils with semi-permeable boundary
[J]. , 2018, 39(11): 4142-4148.
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[11] |
LI Chuan-xun , DONG Xing-quan , JIN Dan-dan , XIE Kang-he,.
Nonlinear large-strain consolidation analysis of soft clay considering threshold hydraulic gradient
[J]. , 2017, 38(2): 377-384.
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[12] |
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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[13] |
XIE Yi, LI Pei-chao, WANG Lei, SUN De-an,.
Semi-analytical solution for one-dimensional consolidation of viscoelastic saturated soil with fractional order derivative
[J]. , 2017, 38(11): 3240-3246.
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[14] |
XIE Xin-yu, HAN Dong-dong, HUANG Li , WANG Zhong-jin, LIU Kai-fu,.
Calculation of ultimate bearing capacity factor Nγ for rough strip footings
[J]. , 2016, 37(S1): 209-214.
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[15] |
DONG Xing-quan, LI Chuan-xun, CHEN Meng-meng, ZHANG Jun, XIE Kang-he,.
Analysis of large-strain nonlinear consolidation of double-layer soft clay foundation with considering effect of non-Darcy’s flow
[J]. , 2016, 37(8): 2321-2331.
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