Interpretation of Interbedded Thin–Soft Layer Properties from T-Bar Penetration Tests

Author:

Han Yunrui1ORCID,Zhang Wangcheng2,Yu Long3ORCID,Yang Qing4,Randolph Mark F.5

Affiliation:

1. State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China. ORCID: .

2. Oceans Graduate School, Univ. of Western Australia, Perth, WA 6009, Australia; Institute for Geotechnical Engineering, ETH Zurich, Wolfgang-Pauli-Strasse, Zurich 8093, Switzerland.

3. Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, No. 2 Linggong Rd., Ganjingzi District, Dalian City, Liaoning Province 116024, PR China (corresponding author). ORCID: .

4. Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China.

5. Professor, Oceans Graduate School, Univ. of Western Australia, Perth, WA 6009, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference50 articles.

1. In situ strength characterisation of peat and organic soil using full-flow penetrometers

2. Dassault Systems Simulia Corp. 2014. Abaqus version 6.14 documentation. Providence, RI: Dassault Systems Simulia Corp.

3. Evaluation of undrained shear strength using full-flow penetrometers;DeJong J. T.;J. Geotech. Geoenviron. Eng.,2010

4. Large deformation finite-element modelling of progressive failure leading to spread in sensitive clay slopes

5. Gao W. 2017. “Large penetration of spudcan foundation in multi-layered clays-numerical study.” Ph.D. thesis Univ. of Western Australia.

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