Effect of Trapped Cavity Mechanism on Interpretation of T-Bar Penetrometer Data in Uniform Clay-Reference-Cited by-同舟云学术

Effect of Trapped Cavity Mechanism on Interpretation of T-Bar Penetrometer Data in Uniform Clay

Published:2020-09 Issue:9 Volume:146 Page:04020078
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Wang Yue¹,Hu Yuxia²^ORCID,Hossain Muhammad Shazzad³^ORCID,Zhou Mi⁴

Affiliation:

1. Formerly, Ph.D. Student, School of Civil, Environmental and Mining Engineering, Univ. of Western Australia, 35 Stirling Hwy., Crawley, WA 6009, Australia.

2. Professor, School of Civil, Environmental and Mining Engineering, Univ. of Western Australia, 35 Stirling Hwy., Crawley, WA 6009, Australia. ORCID: .

3. Associate Professor, Centre for Offshore Foundation Systems, Oceans Graduate School, Univ. of Western Australia, 35 Stirling Hwy., Crawley, WA 6009, Australia (corresponding author). ORCID: .

4. Associate Professor, State Key laboratory of Subtropical Building Science, School of Civil and Transportation Engineering, South China Univ. of Technology, 381 Wushan Rd., Guangzhou 510640 China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002315

Reference30 articles.

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2. Collapse Loads for a Cylinder Embedded in Trench in Cohesive Soil

3. DeGroot D. J. J. T. DeJong N. J. Yafrate M. M. Landon and T. C. Sheahan. 2007. “Application of recent developments in terrestrial soft sediment characterization methods to offshore environments.” In Proc. Offshore Technology Conf. Houston: Offshore Technology Conference.

4. An arbitrary Lagrangian-Eulerian finite element method for large deformation analysis of elastic-viscoplastic solids

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