1000-4548
2003 Issue 6
..............page:776-778
..............page:插1-12
..............page:扉页1-扉页1
..............page:扉页2-扉页2
..............page:772-775
Closure on “Study on the calculation method of multi-type-pile composite foundation”
zuo ming li ; wang ming shan ; zuo xue feng ; zhang dong gang
zuo ming li ; wang ming shan ; zuo xue feng ; zhang dong gang
..............page:770-771
Discussion on “Study on the calculation method of multi-type-pile composite foundation”
he guang zuo ; sun guo wei ; liang dong sheng
he guang zuo ; sun guo wei ; liang dong sheng
..............page:769-769
No confusing fiction with reality-Analysis of misunderstanding of some concepts in Geotechnical Engineering
shen zhu jiang
shen zhu jiang
..............page:767-768
Comparison of belled pile, tapered pile and equal-diameter pile
jiang jian ping ; gao guang yun ; gu bao he
jiang jian ping ; gao guang yun ; gu bao he
..............page:764-766
Experimental study on micro-pore structure of expansive soil improved by lime
zhang xiao ping ; shi bin ; lu xian cai
zhang xiao ping ; shi bin ; lu xian cai
..............page:761-763
Numerical analysis of compound pile foundation under tall building
ge xin sheng ; gong xiao nan ; bai xiao hong
ge xin sheng ; gong xiao nan ; bai xiao hong
..............page:758-760
Application of extension method to the evaluation of the grade of shrinkage and expansion for the expansive soil
wang ming wu ; jin ju liang ; li li
wang ming wu ; jin ju liang ; li li
..............page:754-757
Genetic algorithm used in determining the global minimum factor of safety of slopes
mi hong liang ; chen zu zuo
mi hong liang ; chen zu zuo
..............page:671-675
Computation and analysis of thick plates on elastic foundations
deng an fu ; gan teng jun ; li zheng liang ; zeng xiang yong
deng an fu ; gan teng jun ; li zheng liang ; zeng xiang yong
..............page:653-657
Analysis for features of the freezing temperature field under deflective pipes
wang ren he ; wang wei
wang ren he ; wang wei
..............page:658-661
Process of hydraulic gradient in silt during penetration of bucket by suction
yang shao li ;lars grande; qi jian feng ; li an long
yang shao li ;lars grande; qi jian feng ; li an long
..............page:662-665
Effect of variation of principal stress orientation on undrained dynamic strength behavior of loose sand
guo ying ; zuo mao tian ; xu cheng shun ; he yang
guo ying ; zuo mao tian ; xu cheng shun ; he yang
..............page:666-670
..............page:750-753
A complete form of simplified analytical solution of natural vibration characteristics and seismic response of horizontally-layered soil sites
zuo mao tian ; liu zhan ge
zuo mao tian ; liu zhan ge
..............page:747-749
Calculation of post-closure settlement of landfills
ke zuo ; chen yun min
ke zuo ; chen yun min
..............page:742-746
Design method for buried circular tube with consideration of displacement compatibility
wei hong wei ; zhang qi sen
wei hong wei ; zhang qi sen
..............page:737-741
Method for precisely determining shear wave velocity of soil from bender element tests
ji mei xiu ; chen yun min ; huang bo
ji mei xiu ; chen yun min ; huang bo
..............page:732-736
Analysis of stress and displacement around a deep circular tunnel in transversely isotropic soil
liu gan bin ; xie kang he ; shi zu yuan ; xu yang
liu gan bin ; xie kang he ; shi zu yuan ; xu yang
..............page:727-731
Study on evaluation of consolidation coefficient
li tao ; zhang yi ping ; cao guo qiang ; zhang tu qiao
li tao ; zhang yi ping ; cao guo qiang ; zhang tu qiao
..............page:724-726
Quantitative analyses of the influence of pile length and other factors on capability and modul of cement stabilized soil composite foundation
ma hai long ; chen yun min
ma hai long ; chen yun min
..............page:720-723
Field test on LSC piles to improve soft clay ground under the expressway
zeng kai hua ; yu jian lin ; gong xiao nan
zeng kai hua ; yu jian lin ; gong xiao nan
..............page:715-719
Application of geosynthetics-reinforced sand blanket to settlement reduction of soft ground
luo qiang ; liu jun yan ; zhang liang
luo qiang ; liu jun yan ; zhang liang
..............page:710-714
Model of geosynthetics reinforced pavements based on membrane effect
wang tao ; wang zuo
wang tao ; wang zuo
..............page:706-709
Observation and analysis hydraulic pressure in Maoba syncline of Yuanliangshan tunnel
zhang min qing ; peng feng
zhang min qing ; peng feng
..............page:702-705
Failure mechanism and modeling of excavation effect for steep over-dip stratified rock slope
sun guo fu ; liu wei ning ; tao lian jin ; zhang zuo yuan
sun guo fu ; liu wei ning ; tao lian jin ; zhang zuo yuan
..............page:697-701
Calculation of the horizontal coefficient of subgrade reaction with the flat dilatometer test
tang shi dong ; lin hua guo
tang shi dong ; lin hua guo
..............page:692-696
Slip-split failure of rock slope
fang ding wang ; xu chuan hua ; mao quan sheng
fang ding wang ; xu chuan hua ; mao quan sheng
..............page:688-691
The difference between measurements of stress in soil and pressure on wall-surface
yu shang jiang ; zeng hui
yu shang jiang ; zeng hui
..............page:684-687
Research on earthquake acceleration response spectrum of frozen soil ground
xu xue yan ; xu chun hua ; li xiao zhi
xu xue yan ; xu chun hua ; li xiao zhi
..............page:680-683
Model test and prototype observation on artificial ground freezing and tunneling of Beijing subway
zhou xiao min ; wang meng shu ; tao long guang ; yang song shan
zhou xiao min ; wang meng shu ; tao long guang ; yang song shan
..............page:676-679