Development of Explicit Formulas for Estimating Seepage Characteristics Underneath Aprons with Equal and Unequal Double Vertical End Piles-Reference-Cited by-同舟云学术

Development of Explicit Formulas for Estimating Seepage Characteristics Underneath Aprons with Equal and Unequal Double Vertical End Piles

Published:2022-12 Issue:12 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Nourani Bahram¹,Salmasi Farzin²^ORCID,Arvanaghi Hadi³,Abraham John⁴

Affiliation:

1. Ph.D. Alumnus, Faculty of Agriculture, Dept. of Water Engineering, Univ. of Tabriz, Tabriz, Iran.

2. Professor, Faculty of Agriculture, Dept. of Water Engineering, Univ of Tabriz, Tabriz, Iran. ORCID: .

3. Associate Professor, Faculty of Agriculture, Dept. of Water Engineering, Univ. of Tabriz, Tabriz, Iran (corresponding author).

4. Professor, School of Engineering, Univ. of St. Thomas, 2115 Summit Avenue, St. Paul, MN 55105.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002597

Reference17 articles.

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2. Al-Suhaili, R. H. S. 2009. “Analytical solution for exit gradient variation downstream of inclined sheet pile.” In Proc., 6th Engineering Conf. of Engineering College. Iraq: University of Baghdad.

3. Impact of inclined double-cutoff walls under hydraulic structures on uplift forces, seepage discharge and exit hydraulic gradient

4. Dams with an inclined cutoff civil;Ijam A. Z.;Electron. J. Geotech. Eng.,2011

5. Effect of position and inclination angle of cutoff wall on seepage control in the foundation of dam structure;Imad H. O.;J. Kerbala Univ.,2013

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