Drained Axial Pipe-Soil Resistance at Low Confinement Using Tilt Table and Direct Shear Tests-Reference-Cited by-同舟云学术

Drained Axial Pipe-Soil Resistance at Low Confinement Using Tilt Table and Direct Shear Tests

Published:2022-11 Issue:11 Volume:148 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Houhou Roba¹^ORCID,Bou Mjahed Rayan²,Sadek Salah³^ORCID,Najjar Shadi⁴^ORCID

Affiliation:

1. Postdoctoral Researcher, Laboratory of Soil Mechanics, École Polytechnique Fédérale de Lausanne (EPFL), Station 18, Lausanne CH-1015, Switzerland; formerly, Ph.D. Candidate, Dept. of Civil and Environmental Engineering, American Univ. of Beirut, P.O. Box 11-0236, Riad ElSolh, Beirut 1107-2020, Lebanon (corresponding author). ORCID: .

2. Graduate Student, Dept. of Civil and Environmental Engineering, American Univ. of Beirut, P.O. Box 11-0236, Riad ElSolh, Beirut 1107-2020, Lebanon.

3. Professor, Dept. of Civil and Environmental Engineering, American Univ. of Beirut, P.O. Box 11-0236, Riad ElSolh, Beirut 1107-2020, Lebanon. ORCID:

4. Associate Professor, Dept. of Civil and Environmental Engineering, American Univ. of Beirut, P.O. Box 11-0236, Riad ElSolh, Beirut 1107-2020, Lebanon. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002903

Reference34 articles.

1. Ballard J.-C. and R. Jewell. 2013. “Observations of pipe-soil response from in-situ measurements.” In Proc. Offshore Technology Conf. Richardson TX: OnePetro.

2. Interface shear box tests for assessing axial pipe–soil resistance

3. Boylan N. P. D. J. White and P. Brunning. 2014. “Seabed friction on carbonate soils: Physical modelling of axial pipe-soil friction.” In Proc. Offshore Technology Conf. Richardson TX: OnePetro.

4. De Brier C. J.-C. Ballard and D. Colliard. 2016. “On the added value of advanced interface shear testing for pipeline walking mitigation.” In Vol. 24 of Proc. Offshore Pipeline Technology Conf. 25. Leidschendam Netherlands: Furgo.

5. Drained Peak and Residual Interface Shear Strengths of Fine-Grained Soils for Pipeline Geotechnics

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