Experimental and numerical investigations of the behaviour of footing on geosynthetic reinforced fill slope under cyclic loading-Reference-Cited by-同舟云学术

Experimental and numerical investigations of the behaviour of footing on geosynthetic reinforced fill slope under cyclic loading

Published:2018-12 Issue:6 Volume:46 Page:848-859
ISSN:0266-1144
Container-title:Geotextiles and Geomembranes
language:en
Short-container-title:Geotextiles and Geomembranes

Author:

Alam Md. Jahid Iftekhar,Gnanendran C.T.,Lo S.R.

Publisher

Elsevier BV

Subject

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

Reference32 articles.

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2. Axisymmetric response of a bi-material full-space reinforced by an interfacial thin film;Ahmadi;Int. J. Solid Struct.,2016

3. Modelling the settlement behaviour of a strip footing on sloping sandy fill under cyclic loading conditions;Alam;Comput. Geotech.,2017

4. Bearing capacity of strip footings on sand slopes reinforced with geogrid and grid-anchor;Alamshahi;Geotext. Geomembranes,2009

5. Methods of testing soils for engineering purposes, Method 5.1.1: Soil compaction and density tests-Determination of dry density/moisture content relation of a soil using standard compactive effort;AS1289.5.1.1,1993

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