Evaluation of a Semi-Empirical <i>p-y</i> Model for Caliche Material Based on Numerical Simulations of Field Load Tests in Cemented Soils-Reference-Cited by-同舟云学术

Evaluation of a Semi-Empirical p-y Model for Caliche Material Based on Numerical Simulations of Field Load Tests in Cemented Soils

Published:2023-03-23 Issue: Volume: Page:
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Container-title:Geo-Congress 2023
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Author:

Bhuiyan Fahim M.¹²³,Motamed Ramin¹²³,Siddharthan Raj V.¹²³

Affiliation:

1. Staff Geotechnical Engineer, ENGEO Incorporated.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Nevada, Reno.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Nevada, Reno.

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784484685.017

Reference27 articles.

1. API (American Petroleum Institute). (2014). API Recommended Practice 2A-WSD - Planning, Designing, and Constructing Fixed Offshore Platforms – Working Stress Design. 22nd ed. American Petroleum Institute.

2. Evaluation of a unified p-y method for lateral analysis of large-diameter drilled shafts using NVShaft

3. Bhuiyan F. M. Siddharthan R. V. and Motamed R. (2022b). “Evaluation of existing p-y models for caliche based on numerical analysis of Raiders Stadium lateral load tests.” DFI 47th Annual Conference on Deep Foundations National Harbor Maryland October 4-7 297–309.

4. Bhuiyan F. M. Siddharthan R. V. Motamed R. and Sanders D. H. (2020). “Evaluation of a new p-y analysis tool for lateral analysis of drilled shafts using load tests in Nevada.” DFI 45th Annual Conference on Deep Foundations October 13-16 303–312.

5. Bhuiyan F. M. Toth J. Siddharthan R. V. and Motamed R. (2021). “Evaluation of existing t-z models for caliche based on numerical analysis of bi-directional load tests using NVShaft.” DFI 46th Annual Conference on Deep Foundations Las Vegas Nevada October 12-15 21–31.

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