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成都山地灾害与环境研... [4]
兰州理工大学 [3]
力学研究所 [2]
地质与地球物理研究所 [1]
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期刊论文 [10]
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1995 [1]
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Full-scale model tests of load transfer in geogrid-reinforced and floating pile-supported embankments
期刊论文
GEOTEXTILES AND GEOMEMBRANES, 2022, 卷号: 50, 期号: 5, 页码: 896-909
作者:
Zhang, Chonglei
;
Su, Lijun
;
Jiang, Guanlu
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  |  
浏览/下载:18/0
  |  
提交时间:2022/11/02
Arching
Field test
Pile efficiency
Geogrid-reinforced and pile -supported em
bankments
Load transfer
Medium compressibility soil
Characterization of spatio-temporal distributions of wave-induced pore pressure in a non-cohesive seabed: Amplitude-attenuation and phase-lag
期刊论文
OCEAN ENGINEERING, 2022, 卷号: 253, 页码: 14
作者:
Li, Chang-Fei
;
Gao, Fu-Ping
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  |  
浏览/下载:39/0
  |  
提交时间:2022/07/18
Flume observations
Analytical solution
Wave-induced pore pressure
Amplitude attenuation
Phase lag
Study on water and salt migration and deformation properties of unsaturated saline soil under a temperature gradient considering salt adsorption: Numerical simulation and experimental verification
期刊论文
Computers and Geotechnics, 2021, 卷号: 134
作者:
Zhou, Lizeng
;
Zhou, Fengxi
;
Ying, Sai
;
Li, Shuangyang
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  |  
浏览/下载:21/0
  |  
提交时间:2021/04/12
Adsorption
Continuum mechanics
Heat transfer
Mass transfer
Numerical models
Porosity
Porous materials
Saline water
Seepage
Soil conservation
Soils
Thermal Engineering
Transport properties
Deformation Characteristics
Deformation properties
Desorption-adsorption effect
Experimental verification
Heat and mass transfer process
Migration properties
Saline soil
Unsaturated saline soil
Water and salts
Water-salt migration
Arching in geogrid-reinforced pile-supported embankments over silty clay of medium compressibility: Field data and analytical solution
期刊论文
COMPUTERS AND GEOTECHNICS, 2016, 卷号: 77, 页码: 11-25
作者:
Zhang, Chonglei
;
Jiang, Guanlu
;
Liu, Xianfeng
;
Buzzi, Olivier
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  |  
浏览/下载:42/0
  |  
提交时间:2016/07/11
Arching effect
Analytical method
Load transfer
Embankment
Piles
Field test
Influence of structure on the behavior of a saturated clayey loess
期刊论文
CANADIAN GEOTECHNICAL JOURNAL, 2016, 卷号: 53, 期号: 6, 页码: 1026-1037
作者:
Xu, L.
;
Coop, M. R.
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  |  
浏览/下载:15/0
  |  
提交时间:2017/11/22
compressibility
shear strength
fabric
structure of soils
laboratory tests
Deformation performance of cement-fly ash-gravel pile-supported embankments over silty clay of medium compressibility: a case study
期刊论文
Arabian Journal of Geosciences, 2015, 卷号: 8, 期号: 7, 页码: 4495–4507
作者:
Zhang CL(张崇磊)
;
Guanlu Jiang
;
Xianfeng Liu
;
Zhimeng Wang
收藏
  |  
浏览/下载:27/0
  |  
提交时间:2016/12/08
Silty clay
Field testing
Lateral displacement
Lateral displacement of silty clay under cement-fly ash-gravel pile-supported embankments: Analytical consideration and field evidence
期刊论文
Journal of Central South University of Technology, 2015, 卷号: 22, 期号: 4, 页码: 1477-1489
作者:
Zhang CL(张崇磊)
;
JIANG Guan-lu
;
LIU Xian-feng
;
WANG Zhi-meng
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  |  
浏览/下载:12/0
  |  
提交时间:2017/03/16
piled-supported embankment
silty clay
lateral displacement
field test
Transient Dynamic Analysis of Gradient-Saturated Viscoelastic Porous Media
期刊论文
JOURNAL OF ENGINEERING MECHANICS, 2014, 卷号: 140, 期号: 4
作者:
Zhou, Feng-xi
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  |  
浏览/下载:4/0
  |  
提交时间:2019/11/15
Viscoelastic porous media
Inhomogeneous soil
Reverberation ray matrix method
Transient response
Transient dynamic analysis of gradient-saturated viscoelastic porous media
期刊论文
Journal of Engineering Mechanics, 2014, 卷号: 140, 期号: 4
作者:
Zhou, Feng-Xi
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  |  
浏览/下载:32/0
  |  
提交时间:2020/11/14
Inverse problems
Laplace transforms
Matrix algebra
Musculoskeletal system
Porous materials
Reverberation
Rigidity
Soil structure interactions
Viscoelasticity
Wave propagation
Calculation formulation
Inhomogeneous soil
Numerical inverse Laplace transform
Pore fluid pressure
Reverberation ray matrix method
Saturated porous media
Transient dynamic analysis
Variable coefficients
On the interaction of water waves and seabed by the porous medium model
期刊论文
Acta Mechanica Sinica, 1995, 卷号: 11, 期号: 2, 页码: 129-136
作者:
Li JC(李家春)
;
Lin M(林缅)
收藏
  |  
浏览/下载:1211/156
  |  
提交时间:2009/08/03
Porous Medium
Wave Attenuation
Coulomb Friction
Seabed Stability
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