Viscoelastic solutions with applications to semi-infinite soil subjected to vertical force

Yanzhi Zhu; Zheng Zhong

Viscoelastic solutions with applications to semi-infinite soil subjected to vertical force

Yanzhi Zhu^*
, Zheng Zhong

^*Corresponding author for this work

Zhongyuan University of Technology
Tongji University

Research output: Contribution to journal › Article › peer-review

2 Scopus citations

Abstract

Based on Mindlin solutions for elastic half-space and the corresponding principle in viscoelastic theory, the viscoelastic solutions of semi-infinite soil subjected to vertical force are derived via the Laplace transform. By means of viscoelastic solution of vertical displacement, the settlements of the center and corner point of a flexible rectangular foundation under homogeneously distributed inner load are systematically inferred. The numerical results indicate the feasibility and practicability of the new approach.

Original language	English
Pages (from-to)	547-554
Number of pages	8
Journal	Yingyong Lixue Xuebao/Chinese Journal of Applied Mechanics
Volume	23
Issue number	4
State	Published - Dec 2006
Externally published	Yes

Keywords

Correspondence principle
Deep foundation
Half-space
Laplace transform
Viscoelasticity

Cite this

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title = "Viscoelastic solutions with applications to semi-infinite soil subjected to vertical force",

abstract = "Based on Mindlin solutions for elastic half-space and the corresponding principle in viscoelastic theory, the viscoelastic solutions of semi-infinite soil subjected to vertical force are derived via the Laplace transform. By means of viscoelastic solution of vertical displacement, the settlements of the center and corner point of a flexible rectangular foundation under homogeneously distributed inner load are systematically inferred. The numerical results indicate the feasibility and practicability of the new approach.",

keywords = "Correspondence principle, Deep foundation, Half-space, Laplace transform, Viscoelasticity",

author = "Yanzhi Zhu and Zheng Zhong",

year = "2006",

month = dec,

language = "英语",

volume = "23",

pages = "547--554",

journal = "Yingyong Lixue Xuebao/Chinese Journal of Applied Mechanics",

issn = "1000-4939",

publisher = "Xi'an Jiaotong University",

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TY - JOUR

T1 - Viscoelastic solutions with applications to semi-infinite soil subjected to vertical force

AU - Zhu, Yanzhi

AU - Zhong, Zheng

PY - 2006/12

Y1 - 2006/12

N2 - Based on Mindlin solutions for elastic half-space and the corresponding principle in viscoelastic theory, the viscoelastic solutions of semi-infinite soil subjected to vertical force are derived via the Laplace transform. By means of viscoelastic solution of vertical displacement, the settlements of the center and corner point of a flexible rectangular foundation under homogeneously distributed inner load are systematically inferred. The numerical results indicate the feasibility and practicability of the new approach.

AB - Based on Mindlin solutions for elastic half-space and the corresponding principle in viscoelastic theory, the viscoelastic solutions of semi-infinite soil subjected to vertical force are derived via the Laplace transform. By means of viscoelastic solution of vertical displacement, the settlements of the center and corner point of a flexible rectangular foundation under homogeneously distributed inner load are systematically inferred. The numerical results indicate the feasibility and practicability of the new approach.

KW - Correspondence principle

KW - Deep foundation

KW - Half-space

KW - Laplace transform

KW - Viscoelasticity

UR - https://www.scopus.com/pages/publications/33847322441

M3 - 文章

AN - SCOPUS:33847322441

SN - 1000-4939

VL - 23

SP - 547

EP - 554

JO - Yingyong Lixue Xuebao/Chinese Journal of Applied Mechanics

JF - Yingyong Lixue Xuebao/Chinese Journal of Applied Mechanics

IS - 4

ER -

Viscoelastic solutions with applications to semi-infinite soil subjected to vertical force

Abstract

Keywords

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