Centrifuge modelling of an embankment on soft clay reinforced with a geogrid-Reference-Cited by-同舟云学术

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Centrifuge modelling of an embankment on soft clay reinforced with a geogrid

Published:1996-01 Issue:1 Volume:14 Page:1-17
ISSN:0266-1144
Container-title:Geotextiles and Geomembranes
language:en
Short-container-title:Geotextiles and Geomembranes

Author:

Sharma J.S.,Bolton M.D.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,General Materials Science,Civil and Structural Engineering

Reference4 articles.

1. Cambridge University geotechnical centrifuge operations;Schofield;Géotechnique,1980

2. Behaviour of reinforced embankments on soft clay;Sharma,1994

3. Modelling and instrumentation of a geotextile in a geotechnical centrifuge;Springman,1992

4. Ground deformation mechanisms for soil structure interaction;Sun,1990

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1. Dynamic behavior and characteristics of geogrid-reinforced sand under cyclic loading;Soil Dynamics and Earthquake Engineering;2024-05

2. Stability analysis and optimization of concrete column-supported embankments in soft soil;Acta Geotechnica;2024-04-10

3. Centrifuge modelling of the progressive failure of geosynthetic-reinforced embankments;Geosynthetics International;2023-09-20

4. Influence of layers and stiffness of geosynthetics on the stability and failure modes on embankments over soft ground;Geosynthetics: Leading the Way to a Resilient Planet;2023-09-11

5. Experimental Study for the Geogrid-Reinforced Embankment with Clay Cover Under Static and Cyclic Loading;International Journal of Civil Engineering;2023-08-09

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