Lateral Load-Displacement Behavior of Pipelines in Unsaturated Sands-Reference-Cited by-同舟云学术

Lateral Load-Displacement Behavior of Pipelines in Unsaturated Sands

Published:2016-11 Issue:11 Volume:142 Page:04016060
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Robert D. J.¹,Soga K.²,O’Rourke T. D.³,Sakanoue T.⁴

Affiliation:

1. Lecturer in Civil Engineering, School of Engineering, RMIT Univ., Melbourne, VIC 3001, Australia (corresponding author).

2. Professor of Civil Engineering, Dept. of Engineering, Univ. of Cambridge, Trumpington St., Cambridge CB2 1PZ, U.K.

3. Professor of Civil Engineering, Dept. of Civil and Environmental Engineering, Cornell Univ., Room 273 Hollister Hall, Ithaca, NY 14853.

4. Group Leader, Fundamental Technology Research Institute, Tokyo Gas Co., Ltd., Yokohama 230-0045, Japan.

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.1943-5606.0001504

Reference28 articles.

1. ABAQUS version 6.8 [Computer software]. Dassault Systèmes Providence RI.

2. A constitutive model for partially saturated soils

3. A Physicoempirical Model to Predict the Soil Moisture Characteristic from Particle-Size Distribution and Bulk Density Data

4. ASCE. (1984). “Guidelines for the seismic design of oil and gas pipeline systems.” Gas and Liquid Fuel Lifelines of the ASCE Technical Council on Lifeline Earthquake Engineering Reston VA.

5. ASTM. (2011). “Standard practice for underground installation of thermoplastic pipe for sewers and other gravity-flow application.” D2321-11 West Conshohoken PA.

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