On the determination of a set of material constants for a high-cycle accumulation model for non-cohesive soils

被引：39

作者：

Wichtmann, T. ^{[1
]}

Niemunis, A. ^{[1
]}

Triantafyllidis, Theodor ^{[1
]}

机构：

[1] Univ Karlsruhe, Inst Soil Mech & Rock Mech, D-76131 Karlsruhe, Germany

来源：

INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS | 2010年 / 34卷 / 04期

关键词：

high-cycle accumulation model; material constants; determination procedure; cyclic laboratory tests; sand; DYNAMIC LOADING HISTORY; STRAIN ACCUMULATION; DRY SAND; PLASTICITY; TESTS;

D O I：

10.1002/nag.821

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

The paper discusses the determination of a set of constants for Me high-cycle accumulation model (HCA) proposed by the authors The HCA model predicts permanent strains or excess pore water pressures in non-cohesive due to a cyclic loading wall a large number of cycles and with small to intermediate strain amplitudes The laboratory tests necessary for the determination of the material constants and then analysis are explained in detail in this paper Copyright (c) 2009 John Wiley & Sons, Ltd

引用

页码：409 / 440

页数：32

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