Investigation of 3D deformation of transparent soil around a laterally loaded pile based on a hydraulic gradient model test

Author:

Yuan Bingxiang,Sun Meng,Xiong Lei,Luo Qingzi,Pradhan Sarada Prasad,Li Hongzhong

Funder

State Key Laboratory for GeoMechanics and Deep Underground Engineering

National Natural Science Foundation of China

Science and Technology Plan Project of Guangdong Provincial Department of Transportation

Natural Science Foundation of Guangdong Province

Publisher

Elsevier BV

Subject

Mechanics of Materials,Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference27 articles.

1. Transparent soil model test and FE analyses on tunneling induced ground settlement;Ahmed;Geotech. Spec. Publ.,2011

2. Overview on transparent soil and its application in model tests in geotechnical engineering;Chen;Adv. Sci. Technol. Water Resour.,2011

3. Spatial deformation measurement using transparent soil;Iskander;Geotech. Test J.,2010

4. Dynamic centrifuge tests of soft clay reinforced by soil-cement grids;Khosravi;J. Geotech. Geoenviron. Eng.,2016

5. Assessment of non-uniform deformation during consolidation with lateral drainage using particle image velocimetry;Kim;KSCE J. Civil Eng.,2018

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