Rock and Soil Mechanics 2003 Issue 6 Testing study on mechanical properties of slope rock mass near dam in Fengtan Hydropower Plant

Testing study on mechanical properties of slope rock mass near dam in Fengtan Hydropower Plant
jin liang xing ; huang jian ling ; zhang jia sheng

..............page:1021-1024

Application of RBFNN model to inversion of percolation parameter
liu xian shan ; zuo cheng xue ; zhang li jun

..............page:1025-1028

Analysis of 3-D Biot consolidation FEM of expressway's soft foundation improved by vacuum combined surcharge preloading
liu han long ; peng ; chen yong hui ; zheng shao jun

..............page:1029-1033

Study on modeling technique of CAD system for geotechnical engineering
zheng jun jie ; li qiang ; he wei ; wang yuan han

..............page:1034-1037

Study on GA-NN model for forecasting the displacement of landslides affected by rainfall
yin shun de ; feng xia ting ; zhou hui ; zhao hong bo ; li shao jun

..............page:1038-1041

Prediction of rockburst by genetic algorithm-neural network
yin guang zhi ; dai gao fei ; zuo he ; wei zuo an

..............page:1016-1020

Analysis of influencing factors in solutions to consolidation problem using meshless method
wang zhi liang ; xu qing hua ; yin zong ze

..............page:1011-1015

Creep tests of sliding zone soils of Xietan landslide in Three Gorges Area
wang zuo ; hu de jin ; liu hao wu ; xu qiang ; huang run qiu

..............page:1007-1010

Creep properties of Lianyungang soft clay and its engineering application
yu xin bao ; liu song yu ; zuo lin chang

..............page:1001-1006

Study on rebound of underpinning technology of little static pressure piles
he li hong ; wang zuo ; wang zhi yin ; luo gui hong

..............page:997-1000

Analysis for influence of multi-layered soil stratum on sand liquefaction
zhuang ying chun ; xie kang he ; zhu yi jun ; xu yang

..............page:991-996

Study on fuzzy random reliability analysis for block stability in caved area
zhao kui ; cai mei feng ; rao yun zhang ; rao jun ; zhu jian xin

..............page:987-990

Experimental study on improving filled sand above soft soil with DC
zou wei lie ; wu guo gao ; an jun yong ; xiao hai bin

..............page:983-986

Saturated-unsaturated unsteady seepage flow numerical simulation
zhang pei wen ; liu de fu ; huang da hai ; song yu pu

..............page:927-930

Method of differential GPS to monitor large-scale land subsidence
xiong chun bao ; tang li gang ; kuang shao jun ; huang li ren

..............page:931-934

Study on info-construction of large landslides based on intelligent and visual analysis of monitoring data
zhang you liang ; feng xia ting ; zhao hong bo ; li shao jun

..............page:935-939

Experiment study on properties of stress relaxation of rock under deformation at peak load
tang li zhong ; pan chang liang

..............page:940-942

Axial response of rock specimen considering strain rate gradient effect in uniaxial compression
wang xue bin ; pan yi shan ; yu hai jun

..............page:943-946

Irreversible volumetric deformation of sand under dynamic loading and its time-domain continuous model
chen wen hua ; men fu lu

..............page:947-951

A neural network model for diagnosing pile integrity based on reflection wave method
wang cheng hua ; zhang zuo

..............page:952-956

New approach to safety analysis of structure subjected to uncertain mechanical parameters of rock material
xiang ji lai ; lai guo wei

..............page:1042-1044

Attempt of adding deep-mixing pile to remedy inadequacy of borehole casting pile
yuan cong hua ; zhang guang

..............page:1045-1048

Study on indoor tests of fly ash and quick lime improving soft soils
lin tong ; liu zu de

..............page:1049-1052

Study on socket length of rock-socketed piles in soft soil ground
song ren qian ; zhang zhong miao

..............page:1053-1056

A simplified calculation method of oedometric modulus of soil and its application
mei guo xiong ; zai jin zuo ; zhao wei bing

..............page:1057-1059,1064

Research on characteristics of effective stress for a layered ground under one-dimensional upward seepage
li xiao yong

..............page:1060-1064

Experimental studv of pile-soil load transfer behavior of self-balanced pile
dai guo liang ; gong wei ming ; liu xin liang

..............page:1065-1069

yan tu li xue 2003 nian di 1 3 qi bei ei shou lu lun wen ( gong 40 pian )

..............page:1078-1078

yan tu li xue di 24 juan zong mu ci

..............page:1079-1090

Research on using geogrids to control settlements of subgrades
liu chun ; zhao hong bo ; bai shi wei

..............page:1070-1073

Grey forecasting model for the failure time in the course of soil creeping
peng xuan ming ; zhao xin ; chen xiao zuo

..............page:1074-1077

zhong guo ke xue yuan yan tu li xue yu gong cheng xue shu yan tao hui quan qiu hua ren zhong qing nian xue zhe yan tu li xue yu gong cheng xue shu lun tan zai wu han sheng li zhao kai

..............page:881-881

di 10 jie guo ji yan shi li xue da hui yu 2003 nian 9 yue 8 12 ri zai nan fei zhao kai

..............page:968-968

di 5 jie guo ji gu ti duan lie yu qiang du hui yi zai ri ben zhao kai

..............page:996-996

di 8 jie quan guo di ji chu li xue shu tao lun hui zheng wen tong zhi ( di 1 hao )

..............page:1010-1010

huan ying ding yue 2004 nian yan tu li xue

..............page:1020-1020

zhong guo yan shi li xue yu gong cheng xue hui huan jing yan tu gong cheng zhuan ye wei yuan hui cheng li da hui zai he hai da xue xue shu jiao liu zhong xin long zhong zhao kai

..............page:1048-1048

2003 nian guo ji yan tu gong cheng he di zhi guo cheng zuo he xue shu da hui zai rui dian zhao kai

..............page:1077-1077

Interaction between soil mass and bucket foundation in suction sinking process of single bucket
wang geng zuo ; kong ling wei ; yang jia ling

..............page:877-881

Application of multilayer perceptrons based on genetic simulated annealing algorithm to rockburst
chen gang ; pan yi shan

..............page:882-886

Application of pressuremeter test to estimating intensity parameters in geological exploration for Sutong Bridge
wang zuo ; hu jian hua

..............page:887-891

Seismic random response of stratified foundations with exponential function shear modulus
wang chun ling ; huang yi

..............page:892-895，900

3D stability analysis of landslides based on strength reduction(I):Back analysis for the shear strength of slip soils
deng jian hui ; wei jin bing ; zuo hong

..............page:896-900

Mesomechanical simulation of sand mechanical properties
zhou jian ; chi yong

..............page:901-906

Wide range calibration of the stress intensity factor for the fracture toughness specimen CCNBD
jia xue ming ; wang qi zhi

..............page:907-912

One dimensional consolidation of elastic Gibson soils
fang zuo ; xu chang jie ; cai yuan qiang

..............page:913-916

Strengthening foundation by underwater explosive ramming for second phase dock of Qingzhou Harbor in Guangxi Region
li jun ru ; gao jian guang ; he tao ; zeng ping xi ; li hai bo

..............page:917-921

Winkler parameters k and c for transient lateral vibrating piles
liu dong jia ; wang jian guo

..............page:922-926

Research on influence of vibration caused by pile construction on environment and countermeasures
xu xi chang ; xu hai bin ; chen shan xiong

..............page:957-960

Construction technique tests on embankment built with mid-expansive soil for Xiang-Jing expressway
liu guan shi ; kong ling wei ; chen shan xiong

..............page:961-964

Experimental study of improvement technology of subgrade fill consisting of poorly graded fine sand
fan yun ; wang ying zhen

..............page:965-968

Study on dynamic unloading effect during process of fragmentizing rock by blasting
xu hong tao ; lu wen bo

..............page:969-973

Couple analysis and numerical simulation of large deformation of deep foundation pit
luo xiao hui ; bai shi wei

..............page:974-978

Influence of density on matrix suction of sandy soil
wang tie xing ; wang xiao feng

..............page:979-982