Rock and Soil Mechanics 2012 Issue 7 A new nonlinear viscoelasto-plastic rheological model for rocks

A new nonlinear viscoelasto-plastic rheological model for rocks
SONG Yong-jun;LEI Sheng-you;HAN Tie-lin

..............page:2076-2080

Influence of couple stress on interfaces boundary layer effect of layered rock mass
ZHANG Dun-fu;WANG Xiang-yu;ZHU Jia-ming;LI Shu-cai;ZHU Wei-shen

..............page:2181-2188

Compressional wave velocity and its physical nature in saturated soils with extreme permeability values
LI Peng;SONG Er-xiang

..............page:1979-1985

Development of flexible uniform pressure loading system for model test and its application
WANG Han-peng;WANG Qi;LI Hai-yan;LI Wei-teng;ZHANG Dun-fu

..............page:1945-1950

A field experimental study of compaction piles in collapsible loess foundation
MI Hai-zhen;YANG Peng

..............page:1951-1956,1964

Experimental study of expansive soil improved with granulated blast furnace slag (GBFS)
SUN Shu-lin;TANG Jun;ZHENG Qing-hai;ZHANG Gan-yu;ZHOU Li-guo;SHANG Wen-tao

..............page:1940-1944

PSI and CRI joint algorithm used to monitor settlements of Sutong bridge foundation
ZHANG Ning-ning;CHEN Zhi-jian;CHEN Yuan-jun;BIAN Lei

..............page:2167-2173

Study of deformation and failure mechanism and reinforcement effect of Yangpoli tunnel longitudinally traversing landslide
WANG Yong-gang;DING Wen-qi;TANG Xue-jun

..............page:2142-2148

Research on random parameter assignment method of rock mineral cell unit
LUO Rong;ZENG Ya-wu

..............page:2221-2228

Analysis of hydraulic fracturing stress measurement data—discussion of methods frequently used to determine instantaneous shut-in pressure
FENG Cheng-jun;CHEN Qun-ce;WU Man-lu;ZHAO Jin-sheng;LI Guo-qi;AN Qi-mei

..............page:2149-2159

Stress analysis of thick cylinder supporting structure under eccentric load
HU Chun-lin;XU Juan;XIAO Cong

..............page:2117-2121

Study of coupling theory of one-dimensional small-strain primary and secondary consolidation model
QIU Yu-liang;DING Zhou-xiang

..............page:1957-1964

A mesomechanical model with spatial correlation scale character and its application
TANG Xin-wei;ZHOU Yuan-de;ZHANG Chu-han

..............page:2021-2026

Approximation method of tunnel longitudinal seismic analysis
ZHANG Bin-wei;YAN Song-hong;YANG Yong-dong

..............page:2081-2088

Experimental study of cemented gravelly soil by triaxial test
LIU Zhong;ZHU Jun-gao;LIU Han-long

..............page:2013-2020

Loading/unloading response ratio study of seismic response on underground rock cavern group
YANG Ji-hua;SHENG Qian;ZHU Ze-qi;LENG Xian-lun

..............page:2127-2132

A dynamic anti-sliding stability analysis method for abutment fractured rock mass based on safety index criterion
ZHANG Jing-kui;ZHANG Liao-jun;ZHU Ying-ru;LI Shuai

..............page:2160-2166

Influence of soft interlayer on seismic response of casing string for deepwater production
ZHU Xing-ke;WANG Li-zhong;GUO Zhen;YUAN Feng

..............page:2067-2075

Transformational relations between parameters of rock damage viscoelastic model using different modeling approaches
FANG Tao;LIU Xin-rong;HUANG Ming

..............page:2000-2006

Numerical simulation and experimental research of dynamic experimental model of high arch dam with air-cushion isolation
ZHANG Shao-jie;CHEN Jiang;LI Yi;LI Peng-zhou;SUN Lei;LIU Hao-wu

..............page:2061-2066

Analysis of influences of pore water pressure and buried depth of explosive on blasting effect of embankments
ZHANG Zhi-chao;CHEN Yu-min;LIU Han-long;WANG Wei-guo

..............page:2214-2220

Study of high-order numerical manifold method in viscoelastic creep of rock mass
LIU Jian;CHEN Quan

..............page:2174-2180

Research on diffusion radius and numerical simulation in curtain grouting
HAN Lei;CHEN Jian-sheng;CHEN Liang

..............page:2235-2240

Study of rainfall threshold of debris flow forewarning in data lack areas
PAN Hua-li;OU Guo-qiang;HUANG Jiang-cheng;CAO Bo

..............page:2122-2126

Image observation and numerical simulation for sand around active laterally loading pile
ZENG Qing-you

..............page:2209-2213

Key block searching based on joints infinite cutting of closed loop on free surface
SHI Lu;LI Xiao-chun;BAI Bing

..............page:2196-2202

Evaluation of loess collapsibility based on principal components of microstructural parameters
GAO Ling-xia;LUAN Mao-tian;YANG Qing

..............page:1921-1926

Study of influence of environmental factors on geogrid creep property
DING Jin-hua;TONG Jun;ZHANG Jing;ZHOU Wu-hua

..............page:2048-2054

Comparison between two methods for quickly determining hydraulic parameters of unsaturated soils
YI Pan-pan;WEI Chang-fu;WEI Hou-zhen;CAO Hua-feng;XU Wen-qiang

..............page:2007-2012,2020

Time-varying stability analysis of mudstone reservoir bank based on water-rock interaction
ZHOU Shi-liang;LIU Xiao-qiang;SHANG Ming-fang;LI Yi

..............page:1933-1939

Deformation controlling criterion of effect on underground pipelines due to foundation pit excavation
ZHANG Chen-rong;YU Jian;HUANG Mao-song

..............page:2027-2034

Study of creep constitutive model of silty mudstone under triaxial compression
LI Ya-li;YU Huai-chang;LIU Han-dong

..............page:2035-2040,2047

Mechanism analysis and treatment technique of surrounding rock instability for tunnel portal section in weak surrounding rock
LIU Xiao-jun;ZHANG Yong-xing;GAO Shi-jun;HUANG Da;YANG Chao

..............page:2229-2234

Test study of loess structure based on static strength conditions
TIAN Kan-liang;ZHANG Hui-li;MA Jun

..............page:1993-1999

Research on distribution of initial excess pore water pressure due to shield tunnelling
WEI Xin-jiang;CHEN Wei-jun;WEI Gang;HONG Jie

..............page:2103-2109

A constitutive model for rockfill materials incorporating grain crushing under cyclic loading
LIU En-long;CHEN Sheng-shui;LI Guo-ying;MI Zhan-kuan;HAN Hua-qiang

..............page:1972-1978

Group effects of pile tip resistance of under-reamed piles on uplift loading
WANG Hao

..............page:2203-2208,2213

Study of shear strength for intact soil
CAI Jian

..............page:1965-1971

Characteristics of in-situ stress field for deep levels in Huainan coal mine
LIU Quan-sheng;LIU Kai-de

..............page:2089-2096

Displacement back analysis of parameter field of blasting excavation damaged zone around openings considering spatial effect
LIU Hui-bo;XIAO Ming;ZHANG Zhing-guo;CHEN Jun-tao

..............page:2133-2141

Study of characteristics of power function Mohr strength criterion for tailings material under high pressures
LIU Hai-ming;YANG Chun-he;ZHANG Chao;MAO Hai-jun;CAO Jing

..............page:1986-1992

Nonlinear analysis of single pile-soil system in lateral spreading liquefied soil
YANG Xiao;HE Guang-hui

..............page:2189-2195

Study of seismic wave input of Zipingpu concrete face rockfill dam during Wenchuan earthquake
KONG Xian-jing;ZHOU Yang;ZOU De-gao;XU Bin

..............page:2110-2116

An equivalent seepage resistance model with seepage-stress coupling for fractured rock mass
TAO Yu;LIU Wei-qun

..............page:2041-2047

Research on stress and settlement of super-large open caisson during first lifts
ZHU Jian-min;GONG Wei-ming;MU Bao-gang;MI Chang-jiang

..............page:2055-2060,2066

Test study of waterproof effect of nonwoven fabrics on subsea tunnel lining
TAN Zhong-sheng;LI Jian;ZHUO Yue;ZHANG Peng

..............page:1927-1932

Rock mechanical properties and rock breaking mechanism of the complex formation of the western South China Sea oilfields
DENG Jin-gen;ZHU Hai-yan;XIE Yu-hong;ZHAO Jing-ying;YU Bao-hua;TAN Qiang;ZHANG Xiao-dong

..............page:2097-2102,2109