Interpretation of Layer Boundaries and Shear Strengths for Soft-Stiff-Soft Clays Using CPT Data: LDFE Analyses-Reference-Cited by-同舟云学术

Interpretation of Layer Boundaries and Shear Strengths for Soft-Stiff-Soft Clays Using CPT Data: LDFE Analyses

Published:2016-01 Issue:1 Volume:142 Page:04015055
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Ma Hongliang¹,Zhou Mi²,Hu Yuxia³,Shazzad Hossain Muhammad⁴

Affiliation:

1. Ph.D. Candidate, Centre for Offshore Foundation Systems, Univ. of Western Australia, 35 Stirling Highway, Crawley, WA 6009, Australia.

2. Research Associate, School of Civil and Resource Engineering, Univ. of Western Australia, 35 Stirling Highway, Crawley, WA 6009, Australia.

3. Professor, School of Civil and Resource Engineering, Univ. of Western Australia, 35 Stirling Highway, Crawley, WA 6009, Australia.

4. Associate Professor, ARC DECRA Fellow, Centre for Offshore Foundation Systems, Univ. of Western Australia, 35 Stirling Highway, Crawley, WA 6009, Australia (corresponding author).

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.1943-5606.0001370

Reference50 articles.

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2. Thin-layer effects on the CPT qc measurement

3. Alessandrini V. and Lebois G. (2007). “A case study of using very large skirt can for self-installing platform foundations.” Proc. Offshore Technology Conf. OTC 18688 Houston.

4. Strain Path Method

5. Centrifuge cone penetration tests in sand

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