Drained Peak and Residual Interface Shear Strengths of Fine-Grained Soils for Pipeline Geotechnics-Reference-Cited by-同舟云学术

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

Published:2019-10 Issue:10 Volume:145 Page:06019010
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Eid Hisham T.¹,Al-Nohmi Nasser M.²,Wijewickreme Dharma³,Amarasinghe Ruslan S.⁴

Affiliation:

1. Professor, Dept. of Civil Engineering, Qatar Univ., P.O. Box 2713, Doha, Qatar (corresponding author).

2. Graduate Research Assistant, Dept. of Civil Engineering, Qatar Univ., P.O. Box 2713, Doha, Qatar.

3. Professor, Dept. of Civil Engineering, Univ. of British Columbia, Vancouver, BC, Canada V6T 1Z4.

4. Graduate Research Assistant, Dept. of Civil Engineering, Univ. of British Columbia, Vancouver, BC, Canada V6T 1Z4.

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.1943-5606.0002131

Reference33 articles.

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

2. Cathie D. N. C. Jaeck J. C. Ballard and J. F. Wintgens. 2005. “Pipeline geotechnics–State-of-the-art.” In Proc. Int. Symp. on the Frontiers in Offshore Geotechnics 95–114. Perth WA: Taylor & Francis.

3. Residual shear strength of fine-grained soils and soil–solid interfaces at low effective normal stresses

4. Fully Softened Shear Strength for Soil Slope Stability Analyses

5. Drained residual shear strength at effective normal stresses relevant to soil slope stability analyses

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