STATIC AND DYNAMIC BEHAVIOR OF SOILS - A RATIONAL APPROACH TO QUANTITATIVE SOLUTIONS .1. FULLY SATURATED PROBLEMS

被引：290

作者：

ZIENKIEWICZ, OC

CHAN, AHC

PASTOR, M

PAUL, DK

SHIOMI, T

机构：

[1] LAB GEOTECNIA, E-28014 MADRID, SPAIN

[2] TAKENAKA TECH RES LAB, KOTO KU, TOKYO 136, JAPAN

[3] UNIV GLASGOW, DEPT CIVIL ENGN, GLASGOW G12 8QQ, SCOTLAND

[4] UNIV ROORKEE, DEPT CIVIL ENGN, ROORKEE 247667, UTTAR PRADESH, INDIA

来源：

PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL AND PHYSICAL SCIENCES | 1990年 / 429卷 / 1877期

关键词：

D O I：

10.1098/rspa.1990.0061

中图分类号：

O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];

学科分类号：

07 ; 0710 ; 09 ;

摘要：

The behaviour of all geomaterials, and in particular of soils, is governed by their interaction with the pore fluid. The mechanical model of this interaction when combined with suitable constitutive description of the solid phase and with efficient, discrete, computation procedures, allows most transient and static problems involving deformations to be solved. This paper describes the basic procedures and the development of a general purpose computer program (SWANDYNE-X). -from Authors

引用

页码：285 / 309

页数：25

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