A simple 1-D model and solution for foundation and granular base over soft soil with geosynthetic reinforcement

Jianhua Yin; G. Zhu

A simple 1-D model and solution for foundation and granular base over soft soil with geosynthetic reinforcement

Research output: Chapter in book / Conference proceeding › Conference article published in proceeding or book › Academic research › peer-review

Abstract

This paper introduces a simple one-dimensional (1-D) mathematical model for modelling geosynthetic reinforcement of soft soils under vertical pressure loading. The deformation compatibility between geosynthetic sheet and soil layers is considered in the model. Solutions are obtained using a finite difference method and an analytical method. Results obtained using the two methods are compared.

Original language	English
Title of host publication	Geotechnical engineering for transportation infrastructure. Proceedings of the 12th European conference on soil mechanics and geotechincal engineering, Amsterdam, June 1999. Vol. 3.
Publisher	A.A.Balkema
Pages	1607-1614
Number of pages	8
ISBN (Print)	9058090507
Publication status	Published - 1 Dec 1999
Event	Proceedings of the 1999 12th European conference on soil mechanics and geotechnical engineering. Geotechnical engineering for transportation infrastructure. - Amsterdam, Netherlands Duration: 7 Jun 1999 → 10 Jun 1999

Conference

Conference	Proceedings of the 1999 12th European conference on soil mechanics and geotechnical engineering. Geotechnical engineering for transportation infrastructure.
Country/Territory	Netherlands
City	Amsterdam
Period	7/06/99 → 10/06/99

Keywords

Foundation
Geosynthetics
Reinforcement
Settlement
Soil
Tension

ASJC Scopus subject areas

Earth and Planetary Sciences(all)
Environmental Science(all)

Cite this

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title = "A simple 1-D model and solution for foundation and granular base over soft soil with geosynthetic reinforcement",

abstract = "This paper introduces a simple one-dimensional (1-D) mathematical model for modelling geosynthetic reinforcement of soft soils under vertical pressure loading. The deformation compatibility between geosynthetic sheet and soil layers is considered in the model. Solutions are obtained using a finite difference method and an analytical method. Results obtained using the two methods are compared.",

keywords = "Foundation, Geosynthetics, Reinforcement, Settlement, Soil, Tension",

author = "Jianhua Yin and G. Zhu",

year = "1999",

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publisher = "A.A.Balkema",

note = "Proceedings of the 1999 12th European conference on soil mechanics and geotechnical engineering. Geotechnical engineering for transportation infrastructure. ; Conference date: 07-06-1999 Through 10-06-1999",

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Yin, J & Zhu, G 1999, A simple 1-D model and solution for foundation and granular base over soft soil with geosynthetic reinforcement. in Geotechnical engineering for transportation infrastructure. Proceedings of the 12th European conference on soil mechanics and geotechincal engineering, Amsterdam, June 1999. Vol. 3.. A.A.Balkema, pp. 1607-1614, Proceedings of the 1999 12th European conference on soil mechanics and geotechnical engineering. Geotechnical engineering for transportation infrastructure., Amsterdam, Netherlands, 7/06/99.

A simple 1-D model and solution for foundation and granular base over soft soil with geosynthetic reinforcement. / Yin, Jianhua; Zhu, G.
Geotechnical engineering for transportation infrastructure. Proceedings of the 12th European conference on soil mechanics and geotechincal engineering, Amsterdam, June 1999. Vol. 3.. A.A.Balkema, 1999. p. 1607-1614.

Research output: Chapter in book / Conference proceeding › Conference article published in proceeding or book › Academic research › peer-review

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AU - Yin, Jianhua

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N2 - This paper introduces a simple one-dimensional (1-D) mathematical model for modelling geosynthetic reinforcement of soft soils under vertical pressure loading. The deformation compatibility between geosynthetic sheet and soil layers is considered in the model. Solutions are obtained using a finite difference method and an analytical method. Results obtained using the two methods are compared.

AB - This paper introduces a simple one-dimensional (1-D) mathematical model for modelling geosynthetic reinforcement of soft soils under vertical pressure loading. The deformation compatibility between geosynthetic sheet and soil layers is considered in the model. Solutions are obtained using a finite difference method and an analytical method. Results obtained using the two methods are compared.

KW - Foundation

KW - Geosynthetics

KW - Reinforcement

KW - Settlement

KW - Soil

KW - Tension

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M3 - Conference article published in proceeding or book

SN - 9058090507

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BT - Geotechnical engineering for transportation infrastructure. Proceedings of the 12th European conference on soil mechanics and geotechincal engineering, Amsterdam, June 1999. Vol. 3.

PB - A.A.Balkema

T2 - Proceedings of the 1999 12th European conference on soil mechanics and geotechnical engineering. Geotechnical engineering for transportation infrastructure.

Y2 - 7 June 1999 through 10 June 1999

ER -

A simple 1-D model and solution for foundation and granular base over soft soil with geosynthetic reinforcement

Abstract

Conference

Keywords

ASJC Scopus subject areas

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