Full-Scale Experimental p–y Curves and Model for Plastic Willamette Silt-Reference-Cited by-同舟云学术

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Full-Scale Experimental p–y Curves and Model for Plastic Willamette Silt

Published:2021-05-06 Issue: Volume: Page:
ISSN:
Container-title:IFCEE 2021
language:
Short-container-title:

Author:

Li Qiang¹²³,Stuedlein Armin W.¹²³,Ashford Scott A.¹²³

Affiliation:

1. Geotechnical Engineer, Jacobs Engineering Group, Corvallis, OR.

2. Professor, School of Civil and Construction Engineering, Oregon State Univ., Corvallis, OR.

3. Kearney Professor and Dean, College of Engineering, Oregon State Univ., Corvallis, OR.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784483404.019

Reference34 articles.

1. American Petroleum Institute (API). (1987). “Recommended practice for planning, designing, and constructing fixed offshore platforms.” API Recommended Practice 2A (RP-2A), 17th Edn.

2. Behavior of Pile Foundations in Laterally Spreading Ground during Centrifuge Tests

3. Lateral resistance of piles in cohesive soil;Broms B. B;Journal of Soil Mechanics and Foundation Division,1964

4. New Load Transfer Hyperbolic Model for Pile-Soil Interface and Negative Skin Friction on Single Piles Embedded in Soft Soils

5. Chin T. K. (1970). “Estimation of the ultimate load of piles from tests not carried at failure.” Proc. Second South East Asian Conf. Soil Mech. Found. Engrg. Singapore.

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