Seismic passive resistance by pseudo-dynamic method

被引:5
作者
Choudhury, D.
Nimbalkar, S.
机构
来源
GEOTECHNIQUE | 2006年 / 56卷 / 07期
关键词
D O I
10.1680/geot.2006.56.7.517
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
引用
收藏
页码:517 / 520
页数:4
相关论文
共 50 条
[21]   Seismic passive earth thrust on retaining walls with cohesive backfills using pseudo-dynamic approach [J].
Shafiee A.H. ;
Eskandarinejad A. ;
Jahanandish M. .
Geotechnical and Geological Engineering, 2010, 28 (04) :525-531
[22]   Seismic stability of reinforced soil slopes using the modified pseudo-dynamic method [J].
Farshidfar, Nima ;
Keshavarz, Amin ;
Mirhosseini, Seyyed M. .
EARTHQUAKES AND STRUCTURES, 2021, 20 (05) :473-486
[23]   Seismic Stability Analysis of Slopes Using a Pseudo-Dynamic Method Combined with an Upper Bound Method [J].
Guoxia Shao ;
Tianze Sun ;
Ting Li ;
Peng Xu .
Soil Mechanics and Foundation Engineering, 2023, 60 :79-85
[24]   Seismic Stability Analysis of Slopes Using a Pseudo-Dynamic Method Combined with an Upper Bound Method [J].
Shao, Guoxia ;
Sun, Tianze ;
Li, Ting ;
Xu, Peng .
SOIL MECHANICS AND FOUNDATION ENGINEERING, 2023, 60 (01) :79-85
[25]   PSEUDO-DYNAMIC ANALYSIS OF SEISMIC NON-LIMIT PASSIVE EARTH PRESSURE UNDER THE RB MODE [J].
Yang, Yu-Zhe ;
Wu, Wen-Bing ;
Ni, Peng-Peng ;
Mei, Guo-Xiong .
Gongcheng Lixue/Engineering Mechanics, 2025, 42 (07) :129-136
[26]   Seismic Stability Analysis of Waterfront Rock Slopes Using the Modified Pseudo-Dynamic Method [J].
Xin-Bao Gu ;
Qi-Hong Wu .
Geotechnical and Geological Engineering, 2019, 37 :1743-1753
[27]   Seismic Stability Analysis of Waterfront Rock Slopes Using the Modified Pseudo-Dynamic Method [J].
Gu, Xin-Bao ;
Wu, Qi-Hong .
GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2019, 37 (03) :1743-1753
[28]   Seismic stability analysis of nailed vertical cut using modified pseudo-dynamic method [J].
Kokane, Anant K. ;
Sawant, V. A. ;
Sahoo, J. P. .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2020, 137
[29]   Pseudo-dynamic methods for seismic passive earth pressure behind a cantilever retaining wall with inclined backfill [J].
Giri, Debabrata .
GEOMECHANICS AND GEOENGINEERING-AN INTERNATIONAL JOURNAL, 2014, 9 (01) :72-78
[30]   The use of substructure method in pseudo-dynamic testing [J].
He, YB ;
Pi, WJ .
STRUCTURES IN THE NEW MILLENNIUM, 1997, :605-608