Centrifuge Modeling of Granular Soil Response Over Active Circular Trapdoors-Reference-Cited by-同舟云学术

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Centrifuge Modeling of Granular Soil Response Over Active Circular Trapdoors

Published:2007-10 Issue:5 Volume:47 Page:931-945
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Dewoolkar Mandar M.,Santichaianant Kitidech,Ko Hon-Yim

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference30 articles.

1. Study of sinkholes on weakly cemented sand, Centrifuge;Abdulla,1994

2. Structure in soil under high loads;Allgood;Journal of the Soil Mechnaics and Foundations Division,1971

3. Die dimensionerung des tunnelmauserwerks;Bierbaumer,1913

4. The strength and dilatancy of sands;Bolton;Geotechnique,1986

5. Arching in soil due to the deflection of a rigid horizontal strip;Chelapati,1964

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1. Effects of relative density and dilatancy on stress and deformation arching of sand over an active trapdoor;Computers and Geotechnics;2024-09

2. Upward soil arching effect under unloading: mechanism, theory and engineering application;Transportation Geotechnics;2024-07

3. Model tests on 3D soil arching in pile-supported embankments with and without geotextile;Case Studies in Construction Materials;2024-07

4. Investigation on tunnelling-induced soil pressure changes, a modified trapdoor test study;Tunnelling and Underground Space Technology;2024-06

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