Seepage Modeling Assisted Optimal Design of a Homogeneous Earth Dam: Procedure Evolution-Reference-Cited by-同舟云学术

Seepage Modeling Assisted Optimal Design of a Homogeneous Earth Dam: Procedure Evolution

Published:2007-04 Issue:2 Volume:133 Page:116-130
ISSN:0733-9437
Container-title:Journal of Irrigation and Drainage Engineering
language:en
Short-container-title:J. Irrig. Drain Eng.

Author:

Abdul Hussain Ihssan A.¹²³,Kashyap Deepak¹²³,Hari Prasad K. S.¹²³

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, I.I.T Roorkee, Roorkee 247 667, Uttaranchal, India. E-mail: ihssan62@yahoo.com

2. Professor, Dept. of Civil Engineering, I.I.T Roorkee, Roorkee 247 667, Uttaranchal, India (corresponding author). E-mail: dkashfce@iitr.ernet.in

3. Assistant Professor, Dept. of Civil Engineering, I.I.T Roorkee, Roorkee 247 667, Uttaranchal, India. E-mail: suryafce@iitr.ernet.in

Publisher

American Society of Civil Engineers (ASCE)

Subject

Agricultural and Biological Sciences (miscellaneous),Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9437%282007%29133%3A2%28116%29

Reference24 articles.

1. Mathematical Modeling of Saturated‐Unsaturated Flow to Drains

2. The use of the Slip Circle in the Stability Analysis of Slopes

3. Steady Seepage in Trenches and Dams: Effect of Capillary Flow

4. Casagrande L. (1932). “Naeherungsmethoden zur bestimmung von art und menge der sickerung durch geschuettete daemme.” Thesis Technische Hochschule Vienna (in German) (translated by U.S. Corps of Engineers Waterways Experiment Station Vicksburg Miss.).

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