THE INCREMENTAL STIFFNESS OF AN ASSEMBLY OF PARTICLES

被引：27

作者：

KOENDERS, MA

机构：

来源：

关键词：

D O I：

10.1007/BF01174645

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

引用

页码：31 / 49

页数：19

共 11 条

[1] DISCRETE NUMERICAL-MODEL FOR GRANULAR ASSEMBLIES [J].

CUNDALL, PA ;

STRACK, ODL .

GEOTECHNIQUE, 1979, 29 (01) :47-65

[2] STATISTICAL STUDY OF INTERGRANULAR FORCES IN A POWDERY MEDIUM [J].

DANTU, P .

GEOTECHNIQUE, 1968, 18 (01) :50-&

DRESCHER, A ;

DEJOSSEL.G .

[4]

KOENDERS MA, 1984, THESIS U LONDON

[5]

Konishi J, 1978, US JAPAN SEMINAR CON, P27

[6] ELASTIC MODULI OF PERFECTLY DISORDERED COMPOSITE MATERIALS [J].

KRONER, E .

[7]

LANDAU LD, 1975, LEHRBUCH THEORETISCH, V7

[8]

Oda M., 1972, SOILS FOUND, V12, P17, DOI DOI 10.3208/SANDF1960.12.17

[9]

SERRANO AA, 1973, P S PLASTICITY SOIL

[10]

SERRANO AA, 1976, NUMERICAL METHODS SO