Approximate closed-form solution for a non-linear model of geosynthetic-reinforced foundation soils

Jianhua Yin

Approximate closed-form solution for a non-linear model of geosynthetic-reinforced foundation soils

Jianhua Yin

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

Abstract

Most of one-dimensional (1-D) mathematical models for analyzing geosynthetic reinforcement of soft soils under footing loading are highly non-linear. Solutions are normally obtained using numerical techniques by iteration. This is a drawback of those simplified 1-D models. This paper presents a method for obtaining approximate closed-form solutions for a 1-D model (Yin 1997a). Results from the closed-form solution are compared to results from numerical finite difference calculations. The agreement is reasonable especially for small loading.

Original language	English
Pages (from-to)	195-207
Number of pages	13
Journal	Geotechnical Engineering
Volume	29
Issue number	2
Publication status	Published - 1 Dec 1998

ASJC Scopus subject areas

Civil and Structural Engineering
Geotechnical Engineering and Engineering Geology

Cite this

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title = "Approximate closed-form solution for a non-linear model of geosynthetic-reinforced foundation soils",

abstract = "Most of one-dimensional (1-D) mathematical models for analyzing geosynthetic reinforcement of soft soils under footing loading are highly non-linear. Solutions are normally obtained using numerical techniques by iteration. This is a drawback of those simplified 1-D models. This paper presents a method for obtaining approximate closed-form solutions for a 1-D model (Yin 1997a). Results from the closed-form solution are compared to results from numerical finite difference calculations. The agreement is reasonable especially for small loading.",

author = "Jianhua Yin",

year = "1998",

month = dec,

day = "1",

language = "English",

volume = "29",

pages = "195--207",

journal = "Geotechnical Engineering",

issn = "0046-5828",

publisher = "Southeast Asian Geotechnical Society",

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TY - JOUR

T1 - Approximate closed-form solution for a non-linear model of geosynthetic-reinforced foundation soils

AU - Yin, Jianhua

PY - 1998/12/1

Y1 - 1998/12/1

N2 - Most of one-dimensional (1-D) mathematical models for analyzing geosynthetic reinforcement of soft soils under footing loading are highly non-linear. Solutions are normally obtained using numerical techniques by iteration. This is a drawback of those simplified 1-D models. This paper presents a method for obtaining approximate closed-form solutions for a 1-D model (Yin 1997a). Results from the closed-form solution are compared to results from numerical finite difference calculations. The agreement is reasonable especially for small loading.

AB - Most of one-dimensional (1-D) mathematical models for analyzing geosynthetic reinforcement of soft soils under footing loading are highly non-linear. Solutions are normally obtained using numerical techniques by iteration. This is a drawback of those simplified 1-D models. This paper presents a method for obtaining approximate closed-form solutions for a 1-D model (Yin 1997a). Results from the closed-form solution are compared to results from numerical finite difference calculations. The agreement is reasonable especially for small loading.

UR - https://www.scopus.com/pages/publications/26944460877

M3 - Journal article

SN - 0046-5828

VL - 29

SP - 195

EP - 207

JO - Geotechnical Engineering

JF - Geotechnical Engineering

IS - 2

ER -

Approximate closed-form solution for a non-linear model of geosynthetic-reinforced foundation soils

Abstract

ASJC Scopus subject areas

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