Hypoplasticity model and analysis of dynamic elastoplastic response of saturated sand

Cheng Zhou; Zhu Jiang Shen; Sheng Shui Chen; Jianhua Yin

Hypoplasticity model and analysis of dynamic elastoplastic response of saturated sand

Cheng Zhou
, Zhu Jiang Shen
, Sheng Shui Chen
, Jianhua Yin

Research output: Journal article publication › Journal article › Academic research › peer-review

Abstract

A new hypoplasticity model is proposed and verified using tests. An asynchronous staggered iteration FEM method with explicit difference scheme is suggested to solve solid-liquid coupling dynamic elastoplastic problem. The hypoplasticity model is implemented in Biot dynamic consolidation finite element program. The solid-liquid coupling dynamic elastoplastic response of a saturated sand foundation is analyzed; and reasonable results are achieved.

Original language	Chinese (Simplified)
Pages (from-to)	549-553
Number of pages	5
Journal	Yantu Lixue/Rock and Soil Mechanics
Volume	25
Issue number	4
Publication status	Published - 1 Apr 2004

Keywords

Asynchronous iteration
Dynamic response
Finite element
Hypoplasticity
Solid-liquid coupling

ASJC Scopus subject areas

Geotechnical Engineering and Engineering Geology
Earth-Surface Processes

Cite this

@article{21151dc8f73543f6a93ea12069c2d958,

title = "Hypoplasticity model and analysis of dynamic elastoplastic response of saturated sand",

abstract = "A new hypoplasticity model is proposed and verified using tests. An asynchronous staggered iteration FEM method with explicit difference scheme is suggested to solve solid-liquid coupling dynamic elastoplastic problem. The hypoplasticity model is implemented in Biot dynamic consolidation finite element program. The solid-liquid coupling dynamic elastoplastic response of a saturated sand foundation is analyzed; and reasonable results are achieved.",

keywords = "Asynchronous iteration, Dynamic response, Finite element, Hypoplasticity, Solid-liquid coupling",

author = "Cheng Zhou and Shen, \{Zhu Jiang\} and Chen, \{Sheng Shui\} and Jianhua Yin",

year = "2004",

month = apr,

day = "1",

language = "Chinese (Simplified)",

volume = "25",

pages = "549--553",

journal = "Yantu Lixue/Rock and Soil Mechanics",

issn = "1000-7598",

publisher = "Biodiversity Research Center Academia Sinica",

number = "4",

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TY - JOUR

T1 - Hypoplasticity model and analysis of dynamic elastoplastic response of saturated sand

AU - Zhou, Cheng

AU - Shen, Zhu Jiang

AU - Chen, Sheng Shui

AU - Yin, Jianhua

PY - 2004/4/1

Y1 - 2004/4/1

N2 - A new hypoplasticity model is proposed and verified using tests. An asynchronous staggered iteration FEM method with explicit difference scheme is suggested to solve solid-liquid coupling dynamic elastoplastic problem. The hypoplasticity model is implemented in Biot dynamic consolidation finite element program. The solid-liquid coupling dynamic elastoplastic response of a saturated sand foundation is analyzed; and reasonable results are achieved.

AB - A new hypoplasticity model is proposed and verified using tests. An asynchronous staggered iteration FEM method with explicit difference scheme is suggested to solve solid-liquid coupling dynamic elastoplastic problem. The hypoplasticity model is implemented in Biot dynamic consolidation finite element program. The solid-liquid coupling dynamic elastoplastic response of a saturated sand foundation is analyzed; and reasonable results are achieved.

KW - Asynchronous iteration

KW - Dynamic response

KW - Finite element

KW - Hypoplasticity

KW - Solid-liquid coupling

UR - https://www.scopus.com/pages/publications/3042805200

M3 - Journal article

SN - 1000-7598

VL - 25

SP - 549

EP - 553

JO - Yantu Lixue/Rock and Soil Mechanics

JF - Yantu Lixue/Rock and Soil Mechanics

IS - 4

ER -

Hypoplasticity model and analysis of dynamic elastoplastic response of saturated sand

Abstract

Keywords

ASJC Scopus subject areas

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