The design of synthetic polymeric reinforced soil structures A limit state design approach

Soil-structure interaction The real behaviour of structures

Institution of Structural Engineers (ISE), London (United Kingdom)
Institution of Civil Engineers (ICE), London (United Kingdom)
International Association for Bridge and Structural Engineering (British Group), London (United Kingdom)

January 1989

SIGLEAvailable from British Library Document Supply Centre- DSC:q89/19245(Soil) / BLDSC - British Li...

Analysis for soil reinforcement with bending stiffness

Jewell, R.
Pedley, M
Oxford Univ. (United Kingdom). Dept. of Engineering Science

January 1990

SIGLEAvailable from British Library Document Supply Centre- DSC:7623.47(OUEL--1821/90) / BLDSC - Bri...

Limit Design Approach of the Reinforced Soils

M. Vaníček

January 2000

Since now the design of slope stability was calculated by means of safety ratio, but nowadays we ar...

The design of reinforced soil structures using Tensar geogrids

Netlon Ltd., Blackburn (United Kingdom)

January 1996

SIGLEAvailable from British Library Document Supply Centre-DSC:99/32217 / BLDSC - British Library Do...

A reassessment of the design of geosynthetic reinforced soil structures

Khan, A.J.

January 2000

Available from British Library Document Supply Centre-DSC:DXN045713 / BLDSC - British Library Docume...

The design of reinforced soil structures using Tensar geogrids

Tensar International, Blackburn (United Kingdom)

January 1999

Revised editionAvailable from British Library Document Supply Centre-DSC:99/32327 / BLDSC - British ...

Design of reinforced soil structures using confined tensile strength

Williams, Neil D.

January 1988

Title of Final report: Design of reinforced soil structures using confined tensile strengthIssued as...

The behaviour of polymeric grids used for soil reinforcement

Cheok, Y.K

January 1985

SIGLEAvailable from British Library Document Supply Centre- DSC:D181502 / BLDSC - British Library Do...

The design of structure using glass reinforced polyester

Ulku, S

January 1982

SIGLEAvailable from British Library Document Supply Centre- DSC:D42589/82 / BLDSC - British Library ...

Strength reduction analysis in polymeric reinforced soil walls

Moncada Ramírez, Aníbal Andrés
Puig Damians, Ivan
Olivella Pastallé, Sebastià
Bathurst, Richard John

January 2023

The latest revision of EN-1997 allows for the use of numerical tools to design geotechnical structur...

Ultimate limit state analysis of externally post-tensioned structures

Heng, J.W.L.

January 1997

Available from British Library Document Supply Centre-DSC:DXN022454 / BLDSC - British Library Docume...

Grid reinforced soil-foundations

Lee, R.G

January 1989

SIGLEAvailable from British Library Document Supply Centre- DSC:D89781 / BLDSC - British Library Doc...

Application of the ultimate limit states factored strength approach to design of cantilever walls in dry cohesionless soils

Mohamed F. Mansour
Muhammad D. Saad El-Din
Yasser M. El-Mossallamy
Hesham A. Mahdi

December 2018

Geotechnical design is carried out according to one of two main methods; the Working Stress Design (...

Introduction to the limit state design of structural steelwork

Tordoff, D
Constructional Steel Research and Development Organisation, Croydon (United Kingdom)

January 1983

SIGLEAvailable from British Library Lending Division - LD:84/28663(Introduction) / BLDSC - British L...

Limit Design Approach of the Reinforced Soils

Vaníček, M.

January 2000

Since now the design of slope stability was calculated by means of safety ratio, but nowadays we ar...

Soil-structure interaction The real behaviour of structures

Institution of Structural Engineers (ISE), London (United Kingdom)
Institution of Civil Engineers (ICE), London (United Kingdom)
International Association for Bridge and Structural Engineering (British Group), London (United Kingdom)

January 1989

SIGLEAvailable from British Library Document Supply Centre- DSC:q89/19245(Soil) / BLDSC - British Li...

Analysis for soil reinforcement with bending stiffness

Jewell, R.
Pedley, M
Oxford Univ. (United Kingdom). Dept. of Engineering Science

January 1990

SIGLEAvailable from British Library Document Supply Centre- DSC:7623.47(OUEL--1821/90) / BLDSC - Bri...

Limit Design Approach of the Reinforced Soils

M. Vaníček

January 2000

Since now the design of slope stability was calculated by means of safety ratio, but nowadays we ar...

The design of reinforced soil structures using Tensar geogrids

Netlon Ltd., Blackburn (United Kingdom)

January 1996

SIGLEAvailable from British Library Document Supply Centre-DSC:99/32217 / BLDSC - British Library Do...

A reassessment of the design of geosynthetic reinforced soil structures

Khan, A.J.

January 2000

Available from British Library Document Supply Centre-DSC:DXN045713 / BLDSC - British Library Docume...

The design of reinforced soil structures using Tensar geogrids

Tensar International, Blackburn (United Kingdom)

January 1999

Revised editionAvailable from British Library Document Supply Centre-DSC:99/32327 / BLDSC - British ...

Design of reinforced soil structures using confined tensile strength

Williams, Neil D.

January 1988

Title of Final report: Design of reinforced soil structures using confined tensile strengthIssued as...

The behaviour of polymeric grids used for soil reinforcement

Cheok, Y.K

January 1985

SIGLEAvailable from British Library Document Supply Centre- DSC:D181502 / BLDSC - British Library Do...

The design of structure using glass reinforced polyester

Ulku, S

January 1982

SIGLEAvailable from British Library Document Supply Centre- DSC:D42589/82 / BLDSC - British Library ...

Strength reduction analysis in polymeric reinforced soil walls

Moncada Ramírez, Aníbal Andrés
Puig Damians, Ivan
Olivella Pastallé, Sebastià
Bathurst, Richard John

January 2023

The latest revision of EN-1997 allows for the use of numerical tools to design geotechnical structur...

Ultimate limit state analysis of externally post-tensioned structures

Heng, J.W.L.

January 1997

Available from British Library Document Supply Centre-DSC:DXN022454 / BLDSC - British Library Docume...

Grid reinforced soil-foundations

Lee, R.G

January 1989

SIGLEAvailable from British Library Document Supply Centre- DSC:D89781 / BLDSC - British Library Doc...

Application of the ultimate limit states factored strength approach to design of cantilever walls in dry cohesionless soils

Mohamed F. Mansour
Muhammad D. Saad El-Din
Yasser M. El-Mossallamy
Hesham A. Mahdi

December 2018

Geotechnical design is carried out according to one of two main methods; the Working Stress Design (...

Introduction to the limit state design of structural steelwork

Tordoff, D
Constructional Steel Research and Development Organisation, Croydon (United Kingdom)

January 1983

SIGLEAvailable from British Library Lending Division - LD:84/28663(Introduction) / BLDSC - British L...

Limit Design Approach of the Reinforced Soils

Vaníček, M.

January 2000

Since now the design of slope stability was calculated by means of safety ratio, but nowadays we ar...

Soil-structure interaction The real behaviour of structures

Institution of Structural Engineers (ISE), London (United Kingdom)
Institution of Civil Engineers (ICE), London (United Kingdom)
International Association for Bridge and Structural Engineering (British Group), London (United Kingdom)

January 1989

SIGLEAvailable from British Library Document Supply Centre- DSC:q89/19245(Soil) / BLDSC - British Li...

Analysis for soil reinforcement with bending stiffness

Jewell, R.
Pedley, M
Oxford Univ. (United Kingdom). Dept. of Engineering Science

January 1990

SIGLEAvailable from British Library Document Supply Centre- DSC:7623.47(OUEL--1821/90) / BLDSC - Bri...

Limit Design Approach of the Reinforced Soils

M. Vaníček

January 2000

Since now the design of slope stability was calculated by means of safety ratio, but nowadays we ar...

The design of synthetic polymeric reinforced soil structures A limit state design approach

Abstract

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The design of synthetic polymeric reinforced soil structures A limit state design approach

Abstract

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