Capacity of Short Piles and Caissons in Soft Clay from Geotechnical Centrifuge Tests-Reference-Cited by-同舟云学术

Capacity of Short Piles and Caissons in Soft Clay from Geotechnical Centrifuge Tests

Published:2019-10 Issue:10 Volume:145 Page:04019079
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Murali Madhuri¹,Grajales-Saavedra Francisco J.²,Beemer Ryan D.³^ORCID,Aubeny Charles P.⁴^ORCID,Biscontin Giovanna⁵^ORCID

Affiliation:

1. Geotechnical Engineer, Fugro Netherlands Marine BV, Prismastraat 4, Nootdorp 2631 RT, Netherlands (corresponding author).

2. Assistant Professor, School of Civil Engineering, Universidad Tecnologica de Panama, Main Campus Victor L. Sasso, Panama City 0801, Republic of Panama.

3. Postdoctoral Research Associate, Center for Offshore Foundation Systems, Univ. of Western Australia, 35 Stirling Hwy., Crawley, WA 6009, Australia. ORCID: .

4. Professor, Zachry Dept. of Civil Engineering, Dwight Look College of Engineering, Texas A&M Univ., 3136 TAMU, College Station, TX 77843. ORCID: .

5. Lecturer, Dept. of Engineering, Univ. of Cambridge, Schofield Centre, High Cross, Madingley Rd., Cambridge CB3 0EL, UK. ORCID: .

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.1943-5606.0002091

Reference57 articles.

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3. Aubeny C. and F. Grajales. 2015. “Strain path analysis of setup time around piles and caissons.” In Proc. ASME2015 34 Int. Conf. Ocean Offshore and Arctic Engineering OMAE2015. New York: ASME.

4. Inclined load capacity of suction caissons

5. Lateral undrained resistance of suction caisson anchors;Aubeny C.;Int. J. Offshore Polar Eng.,2001

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