目录 1
前言 1
曾国熙教授简历 1
1．砂井地基沉陷分析 1
2．土坝下涵管竖向土压力的计算 34
3．正常固结粘土不排水剪切的归一化性状 52
4．软土地基固结有限元法分析 65
5．具有各向异性和非匀质性的c—φ土上条形基础的极限承载力 78
6．软粘土地基基坑开挖性状的研究 86
7．多层各向异性地基的初参数解法 95
8．水泥土桩复合地基固结分析 105
9．考虑地基各向异性的沉降计算 111
10．水泥搅拌桩的荷载传递规律 118
11．竖井排水固结理论研究的若干进展 126
12．SOME ASPECTS OF SAND-DRAINED GROUND 140
13．GEOTECHNICAL ASPECTS OF SOFT CLAY UNDER TANKS 148
14．CONSOLIDATION ANALYSIS OF SAND-DRAINED GROUND BY F.E.M 155
15．THE USE OF STATIC PENETRATION AND POCKET PENETROMETER IN CHINA 162
16．ON THE SECONDARY DEFORMATION OF SOFT CLAY 167
17．DEFORMATION ANISOTROPY BEHA-VIOUR OF SOFT CLAY 173
18．BACK ANALYSIS FOR DETERMINING NONLINEAR MECHANICAL PARAMETERS IN SOFT CLAY EXCAVATION 180
19．NEW DEVELOPMENT OF THE VERTICAL DRAIN THEORIES 188
20．ADVANCES IN DESIGN THEORIES FOR VERTICAL DRAINS 195
附录：曾国熙教授科技论著总目录 205