Rock and Soil Mechanics 2001 Issue 4 Base-isolation technology in China

Base-isolation technology in China
jiang yi cheng ; tang jia xiang ; xiong shi shu ; zhao wen guang

..............page:499-503

A simulation on construction technique of multi-tunneling at shallow depth according to three-dimensional FEM theory
wang nuan tang

..............page:504-508

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 settlement observation and calculation for deep fill soil in the Three Gorges airport
yao cheng huan ; shi yi sheng

..............page:513-518

Application study on compound foundation of concrete pile of PFA of drilling pressure grouting
li shui qing

..............page:519-521

The digital panoramic borehole camera system and its application
wang chuan ying ; ge xiu run ; bai shi wei

..............page:522-525

wu han you yi lao biao zhi xing jian zhu -- wu han fan dian kong bao cheng gong

..............page:377

wang si jing yuan shi shou pin yu he hai da xue yan tu gong cheng yan jiu suo

..............page:382

yin jian hua bo shi bei pin wei he hai da xue yan tu gong cheng xue ke chang jiang xue zhe te pin jiao shou

..............page:407

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

Experimental study on polymer geogrid reinforced crushed gravel by large-scale triaxial test
zhao chuan ; zhou yi tang

..............page:419-422

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

The research of evolutionary finite element method of the stability and optimization at large cavern group
an hong gang ; feng xia ting

..............page:373-377

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 analytical expression of non-characteristic line stress boundary condition in the slip line field theory for geotechnical materials
yang ming cheng ; zheng ying ren

..............page:395-398

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 SFEM analysis and reliability assessment of consolidation settlement based on Biot consolidation theory
guo zhi chuan ; liu ning

..............page:481-485

The AE monitoring of stabbility on the high slopes of the Three-Gorges permanent shiplock
li jin he ; yu guo jin

..............page:478-480

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

Mathematical model for coupled seepage and stress fields in rock mass of fracture network by considering hydrodynamic pressure
chai jun rui ; zuo yan qing

..............page:459-462

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