Full-Scale Tests on Effects of Slope on Lateral Capacity of Piles Installed in Cohesive Soils-Reference-Cited by-同舟云学术

Full-Scale Tests on Effects of Slope on Lateral Capacity of Piles Installed in Cohesive Soils

Published:2018-01 Issue:1 Volume:144 Page:04017103
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Nimityongskul Nontapat¹,Kawamata Yohsuke²,Rayamajhi Deepak³,Ashford Scott A.⁴

Affiliation:

1. Quality Control and Technical Support Manager, Asia Cement Products Company Limited, 23/124 Soi Soonvijai, Rama 9 Rd., Bangkok 10310, Thailand (corresponding author).

2. Researcher, Earthquake Disaster Mitigation Research Division, National Research Institute for Earth Science and Disaster Resilience, 1501-21 Nishikameya, Mitsuta, Sijimicho, Miki, Hyogo 673-0515, Japan.

3. Geotechnical Engineer, CH2M, 1100 NE Circle Blvd., Corvallis, OR 97330.

4. Kearney Professor and Dean, College of Engineering, Oregon State Univ., 101 Covell Hall, Corvallis, OR 97331.

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.1943-5606.0001805

Reference26 articles.

1. Soil–Pile Response to Blast-Induced Lateral Spreading. I: Field Test

2. Bozorgzadeh A. (2007). “Effect of structural backfill on stiffness and capacity of bridge abutments.” Ph.D. thesis Dept. of Structural Engineering Univ. of California San Diego.

3. Some numerical experiments with a three dimensional finite element model of a laterally loaded pile

4. Lateral load tests on drilled piers in stiff clays;Bushan K.;J. Geotech. Eng. Div.,1979

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