Design Equations for Large Diameter Buried Steel Pipes Inspired by the Modified Iowa Formula-Reference-Cited by-同舟云学术

Design Equations for Large Diameter Buried Steel Pipes Inspired by the Modified Iowa Formula

Published:2021-09 Issue:9 Volume:21 Page:04021160
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Salehi Dezfooli Mojtaba¹^ORCID,Hojat Jalali Himan²^ORCID,Razavi Mohammad³,Abolmaali Ali⁴

Affiliation:

1. Assistant Professor, School of Enginee ring Science, College of Engineering, Univ. of Tehran, Tehran 1417935840, Iran. ORCID: .

2. Assistant Professor, Dept. of Civil Engineering, Univ. of Texas at Arlington, 425 Nedderman Hall, 416 Yates St., Box 19308, Arlington, TX 76019 (corresponding author). ORCID: .

3. Lead Data Scientist, Guidewire Software, San Mateo 94403, CA; Ph.D. Graduate, Dept. of Civil Engineering, Univ. of Texas at Arlington, Arlington, TX 76019.

4. Dr. Tseng Huang Endowed Professor and Department Chair, Dept. of Civil Engineering, Univ. of Texas at Arlington, 425 Nedderman Hall, 416 Yates St., Box 19308, Arlington, TX 76019.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002068

Reference48 articles.

1. Pressure Distribution around Rigid Culverts Considering Soil–Structure Interaction Effects

2. AWWA (American Water Works Association). 2017. M 11 steel pipe: A guide for design and installation. Denver: AWWA.

3. Comparing nonlinear regression analysis and artificial neural networks to predict geotechnical parameters from standard penetration test;Benbouras M. A.;Urbanism Archit. Constr.,2018

4. Soil-Structure Interaction of Very Flexible Pipes: Centrifuge and Numerical Investigations

5. Earth Pressure due to Vibratory Compaction

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