1000-1433
2002 Issue 2
..............page:64-67
..............page:59-63,67
..............page:52-54
Investigation on Problems Concerning Design and Construction of Combined Pile (Raft) Foundation
zhang lijuan et al.
zhang lijuan et al.
..............page:50-51,70
Optimal Decision on Development of Karst Groundwater System for South Hydrogeologic Unit in Han Xing
luo zujiang et al.
luo zujiang et al.
..............page:28-32
..............page:71
..............page:68-70
Principle of Engineering Control in Land Use
fang hongqi et al.
fang hongqi et al.
..............page:8-11
Problems to be Noticed in Simulating Unconfied Aquifer by Using ModIME
wu jianfeng et al.
wu jianfeng et al.
..............page:17-19
A Method to Decrease the Meteorological Representative Error in Precision EDM for Mountain Area
jiang lilong et al.
jiang lilong et al.
..............page:37-39,36
..............page:33-36
Design and Realization of BP Network Model for Groundwater System
wei jiahua et al.
wei jiahua et al.
..............page:20-24
Study on Features of Small Strain in Soil Mass
yi yingfeng et al.
yi yingfeng et al.
..............page:12-13,19
Rectification of Lateral Resistance and Tip Resistance of Rock Wedged Pile in Soft Rock
jiang zhihe et al.
jiang zhihe et al.
..............page:46-49
On Defects Examination in Shallow Part of Foundation Pile by Using Velocity Sensor
xie zhaohui et al.
xie zhaohui et al.
..............page:40-42
..............page:14-16
GPS Underwater Topographic survey without Tide Gauge
shen yunzhong et al.
shen yunzhong et al.
..............page:55-58
Research on Plan of Monitoring System on Rock-collapse and Slide in Three-gorge District of Yangtze River
feng xiao et al.
feng xiao et al.
..............page:43-45,49
On Engineering Geologic and Systematic Clustering Analyses of Roadcut and Slope in Red Beds
li zhiyong et al.
li zhiyong et al.
..............page:5-7
Analysis on Differences among Solutions by Different Equations in MODFLOW
chen jingsong et al.
chen jingsong et al.
..............page:25-27,32
To Judge the Swell and Shrink Grades of Expansive Soil under GIS Environment by Fuzzy Mathematics
cai yi et al.
cai yi et al.
..............page:1-4