Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊

column
A three-dimensional limit equilibrium method for slope stability analysis
CHEN Zuyu, MI Hongliang, WANG Xiaogang
2001, 23(5): 525-529.
Abstract PDF
Elasto-plastic numerical analysis based on discontinuous deformation computational mechanics model with application in geotechnics
LUAN Maotian, LI Yong
2001, 23(5): 530-535.
Abstract PDF
Experimental study on dry-bored composite pile under groundwater
LIU Jinli, LIU Jinbo
2001, 23(5): 536-539.
Abstract PDF
Research on numerical simulation of deformation of soft rockmass tunnels in Taiwan
LI Shucai, WANG Shufa, ZHU Weishen, LI Shuchen
2001, 23(5): 540-543.
Abstract PDF
Frequency-domain solution of shear stress along pile-soil interface for longitudinal vibration of piles and its application
LIU Dongjia
2001, 23(5): 544-546.
Abstract PDF
Analysis of abnormal phenomena in ultimate bearing capacity of bored pile
LOU Xiaoming, CHEN Qianghua, YU Youwei, TAO Xingwen
2001, 23(5): 547-551.
Abstract PDF
The endurance of super-long piles in soft soil
ZHANG Zhongmiao
2001, 23(5): 552-556.
Abstract PDF
Failure mechanism and treatment of a burst stretch of the Yangtze River dike in Jiujiang
WU Changyu, DING Jinhua
2001, 23(5): 557-562.
Abstract PDF
Influence of loading and unloading on strength and deformation of frozen soil
MA Wei, CHANG Xiaoxiao
2001, 23(5): 563-566.
Abstract PDF
Application of genetic algorithms in the optimizaion of soil-nail bracing
HE Keqiang, YANG Jibao, WANG Shengli
2001, 23(5): 567-571.
Abstract PDF
The genetic algorithm-neural network method to forecast the miniature crack grouting in rock matrix
WANG Shuhong, HAO Zhe
2001, 23(5): 572-575.
Abstract PDF
Numerical simulation of damage and failure of rocks under different confining pressures
CHEN Zhonghui, L.G.Tham, M.R.Yeung
2001, 23(5): 576-580.
Abstract PDF
Simulation of numerical manifold method for supports by reinforced bolt and its application
CAO Wengui, SU Baoyu
2001, 23(5): 581-583.
Abstract PDF
Study on the critical depth and minimal thickness of static piling
LI Yuejian, CHEN Yunmin, LING Daosheng
2001, 23(5): 584-587.
Abstract PDF
Loading or unloading process in axial direction and Young’s modulus of rock specimen
YOU Mingqing, SU Chengdong, XU Tao
2001, 23(5): 588-592.
Abstract PDF
Damage parameter identification of joint rock mass in underground opening
WANG Huaning, LU Aizhong, CAO Zhiyuan
2001, 23(5): 593-597.
Abstract PDF
Comparison of settlement control of reinforcement layer
HUANG Guangjun, ZHANG Qianli, YU Xijian, LUO Qiang, CAI Ying
2001, 23(5): 598-601.
Abstract PDF
Large-scale optimization and its application to upper bound theorem using kinematical element method
YANG Xiaoli, LI Liang, LIU Baochen
2001, 23(5): 602-605.
Abstract PDF
Analysis on the slope stability of expansive soils considering cracks and infiltration of rain
YAO Hailin, ZHENG Shaohe, CHEN Shouyi
2001, 23(5): 606-609.
Abstract PDF
Calculation on the stress intensity factor for the bottom crack of asphalt layer in asphalt pavement considering partial constraint by weight function
LUO Rui, HUANG Xiaoming
2001, 23(5): 610-613.
Abstract PDF
Behavior of arched cantilever retaining structures in foundation pits
ZHANG Yiping, ZHANG Tuqiao
2001, 23(5): 614-617.
Abstract PDF
Parametric studies on behaviors of soil nailing
CHEN Jinjie, JIA Jinqing, ZHANG Mingju
2001, 23(5): 618-622.
Abstract PDF
Mechanism analysis of top coal and caving roadway deformation in steep seam
WANG Weijun, HOU Chaojiong
2001, 23(5): 623-626.
Abstract PDF
Subsoil character of pile foundation and settlement analysis of high-rise buildings in shanghai
DAI Rongliang, CHEN Hui, YU Yunyan
2001, 23(5): 627-630.
Abstract PDF
Study of deformation feature of slope and its modeling
ZHANG Qihua, XU Songlin, LIU Zude
2001, 23(5): 631-633.
Abstract PDF
Centrifuge model test of pier ground improved by CDM
WANG Nianxiang, ZHANG Weimin
2001, 23(5): 634-638.
Abstract PDF
An analytical approach to one-dimensional finite strain non-linear consolidation by Lie group transformation
ZHANG Jifa, XIE Xinyu, ZENG Guoxi
2001, 23(5): 639-642.
Abstract PDF