Effectiveness of Effective Area Method for Assessing Undrained Capacity of Shallow Rectangular Foundations-Reference-Cited by-同舟云学术

Effectiveness of Effective Area Method for Assessing Undrained Capacity of Shallow Rectangular Foundations

Published:2019-02 Issue:2 Volume:145 Page:06018013
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Feng X.¹^ORCID,Gourvenec S.²,Randolph M. F.³,Teng R.⁴

Affiliation:

1. Research Fellow, Centre for Offshore Foundation Systems, A Node of the ARC Centre of Excellence in Geotechnical Science and Engineering, Univ. of Western Australia, 35 Stirling Hwy., Crawley, Perth, WA 6009, Australia (corresponding author). ORCID: .

2. Professor, Faculty of Engineering and Physical Sciences, Univ. of Southampton, University Rd., Southampton SO17 1BJ, UK.

3. Professor, Centre for Offshore Foundation Systems, A Node of the ARC Centre of Excellence in Geotechnical Science and Engineering, Univ. of Western Australia, 35 Stirling Hwy., Crawley, Perth, WA 6009, Australia.

4. Formerly, MPE Student, School of Civil, Environmental, and Mining Engineering, Univ. of Western Australia, 35 Stirling Hwy., Crawley, Perth, WA 6009, Australia.

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.1943-5606.0002009

Reference12 articles.

1. The effect of increasing strength with depth on the bearing capacity of clays

2. Undrained Bearing Capacity of Square and Rectangular Footings

3. Gourvenec S. M. X. Feng M. F. Randolph and D. J. White. 2017. “A toolbox for optimizing geotechnical design of subsea foundations.” In Proc. Offshore Technology Conf. Houston: Offshore Technology Conference.

4. A general formula for bearing capacity;Hansen J. B.;Dan. Geotech. Inst. Bull.,1961

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