Energy Response Characteristics of Laterally Loaded Piles-Reference-Cited by-同舟云学术

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Energy Response Characteristics of Laterally Loaded Piles

Published:2023-02 Issue:2 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

McCarron W. O.¹

Affiliation:

1. ASGM Engineering, Inc., 2230 Eudora St., Denver, CO 80207.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8046

Reference20 articles.

1. API (American Petroleum Institute). 2011. Geotechnical and foundation design considerations, ANSI/API recommended practice 2GEO. 1st ed. Washington, DC: API.

2. Inclined load capacity of suction caissons

3. Bathe, K. J. 1982. Finite element procedures in engineering analysis. Hoboken, NJ: Prentice-Hall.

4. Chen, W. F. 1994. Constitutive equations for engineering materials volume 2: Plasticity and modeling. Chap. 1. New York: Elsevier.

5. Chen, W. F. 2007. Limit analysis and soil plasticity. Fort Lauderdale, FL: J. Ross Publishing.

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. P-Y Lateral Pile Analyses Accounting for Arbitrary Loading Directions and Calibration Uncertainty;DFI Journal The Journal of the Deep Foundations Institute;2023-11-01

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