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Journals   A B C D E F G H I J K L M N O P Q R S T U V W X Y Z
Rock and Soil Mechanics
1000-7598
2001 Issue 4
Base-isolation technology in China
jiang yi cheng ; tang jia xiang ; xiong shi shu ; zhao wen guang
..............page:499-503
The supporting design of road driving along next goaf in soft seam with fully mechanized top-caving
shi yong kui ; song zhen zuo ; wang chong ge
..............page:509-512
The digital panoramic borehole camera system and its application
wang chuan ying ; ge xiu run ; bai shi wei
..............page:522-525
Analysis of error caused by Zn in transferring matrix method
yin yi ping ; wang yuan han
..............page:440-442
Construction mechanical analysis on the culvert of soft foundation under soil dam
li yong gang ; sun jian sheng
..............page:436-439
Nonlinear or stochastic back analysis of rock mechianical parameter
xu wei ya ; liu shi jun
..............page:432-435
The properties of porewater pressure in saturated clay soils under impact load
zeng qing jun ; zhou bo ; gong xiao nan
..............page:427-431
The contribution of matric suction to shear strength of unsaturated soils
meng qian ling ; yao hai lin ; qiu lun feng
..............page:423-427,431
The reliability analysis for slope stability by perturbation stochastic finite element method
fu xu dong ; zuo ping yi ; liu zu de
..............page:413-418
Influences of boundary condition on the visco-elastic seismic response of soil layer
liu han long ; gao yu feng ; zhu wei ; fei kang
..............page:408-412
Evaluation on effect of face wall in reinforced embankment
liu si hong ; chen yue
..............page:373-377
Microstructural model for granular soils
xu yong fu ; liu si hong ; dong ping
..............page:366-372
Numerical simulation on progressive failure of loaded rock sample under pore hydraulic pressure
yang tian hong ; tang chun an ; feng qi yan
..............page:378-382
Numerical simulation research of acoustic emission characteristics under symmetrical and asymmetrical compressive loads
liu hong yuan ; tang chun an ; yang tian hong ; li lian chong
..............page:383-388
Assessing the formula for seepage piping
lu pei yan
..............page:389-394
The reverse ballistic configuration for studying the impact compression properties of rocks by means of a light-gas gun
wang zhan jiang ; li yan ; zhang de zhi ; zhang xiang rong
..............page:399-402
Viscoelastic-viscoplastic consolidation model and finite element analysis for vertical drains soft foundation
xie hong tao ; yang chun he ; chen xiao ping
..............page:403-407
Calculative research on reliability of simple soil slope
wang ping ; liu dong sheng
..............page:494-498
Experimental study on the shear strength of clay under the unloading state
pan lin you ; cheng yu mei ; hu zhong xiong
..............page:490-493
Method of calculating modulus of composite foundation with pile-sinking and interaction of piles considered
xu yang ; lu ting hao ; dong hai zhou ; zhong xiao chun
..............page:486-489
The influence of aluminium on the soil structural characteristics in the soil-water interaction
wu heng ; dai zhi hong ; zhang xin gui ; cao jing
..............page:474-477
Determination of cohesive strength between rock mass and anchors
zhang fa ming ; chen zu zuo ; liu ning
..............page:470-473
The influences of soil structure on compressibility of Qiongzhou Strait soft marine clay
lv hai bo ; wang zuo ; kong ling wei ; dan hua gang
..............page:467-469,473
Calculation and prediction of ultimate pile load
dong qing hua
..............page:463-466
Synthetical treatment for high slope on freeway
zhou ying ; cao ying zuo
..............page:455-458
Theory and practice of subgrade compaction quality testing by surface wave velocity in stead of index K30
fan yun ; chen jin jie ; wang ming sheng
..............page:451-454
Analysis of stability of unsaturated soil slope due to permeation of rainwater
chen shan xiong ; chen shou yi
..............page:447-450
Fitting the yield criterion of Chongqing red clay by experimental data
chen zuo yao ; wang jing lin ; zheng ying ren
..............page:443-446,450