1000-4548
2001 Issue 4
guan yu ke li fen xi zhong mi du ji fa tu li li jing ji suan gong shi yan jiu de tao lun
wang kui hua
wang kui hua
..............page:518-519
dui ke li fen xi zhong mi du ji fa tu li li jing ji suan gong shi yan jiu tao lun de da fu
zhao zhong yi
zhao zhong yi
..............page:519-520
..............page:520-521
..............page:521
..............page:524
..............page:封二
dui huan qing jiao ceng zhuang yan ti shi wen de jian dian tu bian mo xing yan jiu tao lun de da fu
liu jun ; zhang zuo yuan
liu jun ; zhang zuo yuan
..............page:518
guan yu huan qing jiao ceng zhuang yan ti shi wen de jian dian tu bian mo xing yan jiu de tao lun
pan yue ; jie jin yu
pan yue ; jie jin yu
..............page:516-517
..............page:513-515
Principle and application of surface subsidence controlled
by grouting in overlying-separation layer
sui hui quan ; wang zhong lin
sui hui quan ; wang zhong lin
..............page:510-512
Constitutive failure of rock-soil mass and its fold catastrophic model
he ke qiang ; pan yue
he ke qiang ; pan yue
..............page:506-509
Combined ANN forecast of water-inrush from coal floor
wang lian guo ; song yang
wang lian guo ; song yang
..............page:502-504
3D-reconstruction based on geology landscape of VR-GIS
guan qun ; liu hao wu
guan qun ; liu hao wu
..............page:499-501
3-D seismic response study on large scale underground group caverns
chen jian yun ; hu zhi qiang ; lin gao
chen jian yun ; hu zhi qiang ; lin gao
..............page:494-498
Coupling analysis of seepage and stresses in rock failure process
yang tian hong ; tang chun an ; zhu wan cheng ; feng qi yan
yang tian hong ; tang chun an ; zhu wan cheng ; feng qi yan
..............page:489-493
Stochastic seepage analysis of jointed rock masses by usage of Taylor series stochastic finite element method
sheng jin chang ; su bao yu ; wei bao yi
sheng jin chang ; su bao yu ; wei bao yi
..............page:485-488
The numerical analysis of visco-elastic-plastic Biot′s
consolidation for soft clay foundation
chen xiao ping ; bai shi wei
chen xiao ping ; bai shi wei
..............page:481-484
Complete analysis of pile-soil interaction for laterally loaded pile
wang cheng ; deng an fu
wang cheng ; deng an fu
..............page:476-780
The experimental research of the clay stabilized with solidified agent ZDYT-1
dong yi ning ; xu ri qing ; gong xiao nan
dong yi ning ; xu ri qing ; gong xiao nan
..............page:472-475
Test and analysis of recycled mixture for old asphalt pavement
huang xiao ming ; zhao yong li ; jiang chen
huang xiao ming ; zhao yong li ; jiang chen
..............page:468-471
Mechanism of embankment defects caused by expansive soils
in Baise Basin, Nankun railway
feng yu yong ; zhang yong shuang ; qu yong xin ; huang chang bo
feng yu yong ; zhang yong shuang ; qu yong xin ; huang chang bo
..............page:463-467
Fundamental property and microstructure model of red clay
tan luo rong ; kong ling wei
tan luo rong ; kong ling wei
..............page:458-461
Primary research on the effect of rainfall on landslide
—take the slope piled by old landslide in Jiangjiagou valley as example
hu ming jian ; wang zuo ; zhang ping cang
hu ming jian ; wang zuo ; zhang ping cang
..............page:454-457
Basic behaviour of strata movement in seam with deep dip angle
yin guang zhi ; xian xue fu ; dai gao fei ; zhang dong ming
yin guang zhi ; xian xue fu ; dai gao fei ; zhang dong ming
..............page:450-453
A study on compound mechanism of earthquake-related sliding displacements on gently inclined loess slope
wang jia ding ; bai ming xue ; xiao shu fang
wang jia ding ; bai ming xue ; xiao shu fang
..............page:445-449
Model tests on soil plug formation in suction anchor for silty clay
ding hong yan ; liu zhen yong ; chen xing
ding hong yan ; liu zhen yong ; chen xing
..............page:441-444
Study on pile-soil interaction under large deflection and its model test
wu ming ; zhao ming hua
wu ming ; zhao ming hua
..............page:436-441
Experimental study on mechanical characteristics of soil-structure interface
hu li ming ; zuo jia zuo
hu li ming ; zuo jia zuo
..............page:431-435
A new constitutive model of the layered rock mass reinforced with bolts
yang song lin ; zhu huan chun ; liu zu de
yang song lin ; zhu huan chun ; liu zu de
..............page:427-430
Dynamic Green's functions of saturated soils subjected
to the internal excitation
chen sheng li ; zhang jian min ; chen long zhu
chen sheng li ; zhang jian min ; chen long zhu
..............page:423-426
Analytical theory for consolidation of double-layered composite
ground with granular columns
wang rui chun ; xie kang he
wang rui chun ; xie kang he
..............page:418-422
The matching of computerized tomograph with triaxial test apparatus for unsaturated soils
chen zheng han ; lu zai hua ; pu yi bin
chen zheng han ; lu zai hua ; pu yi bin
..............page:387-392
Effective stress and shear strength of unsaturated soil with low water content
miao tian de ; mu qing song ; liu zhong yu ; ma chong wu
miao tian de ; mu qing song ; liu zhong yu ; ma chong wu
..............page:393-396
..............page:397-402
The analysis of discontinuous bifurcation of rocklike materials
and its engineering application
yang qiang ; chen xin ; zhou wei yuan
yang qiang ; chen xin ; zhou wei yuan
..............page:403-406
Stability analysis of excavation by strength reduction FEM
lian zhen ying ; han guo cheng ; kong xian jing
lian zhen ying ; han guo cheng ; kong xian jing
..............page:407-411
New suggestion on shear strength in unsaturated soil based
on suction between grains
tang lian sheng
tang lian sheng
..............page:412-417