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The use of laboratory derived soil parameters for the prediction of retaining wall behaviour

Published: 01 January 1993

10.1680/rs.19324.0010

ISBN: 978-0-7277-4912-3

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Book Chapter

Introduction to Session 3 In situ embedded walls: observations

Book: Retaining structures

Published: 01 January 1993

10.1680/rs.19324.0019

ISBN: 978-0-7277-4912-3

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Book Chapter

Stress changes in stiff clay caused by the installation of embedded retaining walls

Book: Retaining structures

Published: 01 January 1993

10.1680/rs.19324.0023

ISBN: 978-0-7277-4912-3

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Book Chapter

23. Long term behaviour of embedded retaining walls in over-consolidated clay

Book: Geotechnical instrumentation in practice: Purpose, performance and interpretation

Published: 01 January 1990

10.1680/giip.15159.0020

ISBN: 978-0-7277-4753-2

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Book Chapter

Ground movements caused by deep trench construction

Book: RESTORATION OF SEWERAGE SYSTEMS

Published: 01 January 1982

10.1680/ross.01459.0013

ISBN: 978-0-7277-4911-6

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Book Chapter

General report: Performance of clay fills

Book: Clay fills: Proceedings of the Conference held at the Institution of Civil Engineers, 14-15 November 1978

Published: 01 January 1979

10.1680/cf1979.00698.0032

ISBN: 978-0-7277-4618-4

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The use of laboratory derived soil parameters for the prediction of retaining wall behaviour

Introduction to Session 3 In situ embedded walls: observations

Stress changes in stiff clay caused by the installation of embedded retaining walls

23. Long term behaviour of embedded retaining walls in over-consolidated clay

Ground movements caused by deep trench construction

General report: Performance of clay fills

Update search

The use of laboratory derived soil parameters for the prediction of retaining wall behaviour

Introduction to Session 3 In situ embedded walls: observations

Stress changes in stiff clay caused by the installation of embedded retaining walls

23. Long term behaviour of embedded retaining walls in over-consolidated clay

Ground movements caused by deep trench construction

General report: Performance of clay fills

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