Influence of Unsaturated Hydraulic Properties on Transient Seepage and Stability Analysis of an Earthen Dam-Reference-Cited by-同舟云学术

Influence of Unsaturated Hydraulic Properties on Transient Seepage and Stability Analysis of an Earthen Dam

Published:2022-07 Issue:7 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Bhaskar Puneet¹,Puppala Anand J.²^ORCID,Boluk Burak³^ORCID

Affiliation:

1. Postdoctoral Research Associate, Dept. of Civil Engineering, Univ. of Texas at Arlington, Nedderman Hall, 416 Yates St., Arlington, TX 76019.

2. Professor and A.P. and Florence Wiley Chair, Zachry Dept. of Civil & Environmental Engineering, Texas A&M Univ., Dwight Look Engineering Building 801B, College Station, TX 77840 (corresponding author). ORCID: .

3. Dept. of Civil Engineering, Univ. of Texas at Arlington, Nedderman Hall, 416 Yates St., Arlington, TX 76019. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002414

Reference50 articles.

1. ASTM. 2010. Standard test methods for measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter. D5084-03. West Conshohocken, PA: ASTM.

2. ASTM. 2011. Standard test methods for one-dimensional consolidation properties of soils using incremental loading. D2435-04. West Conshohocken, PA: ASTM.

3. Banerjee, A., and A. J. Puppala. 2015. “Influence of rate of shearing on strength characteristics of saturated and unsaturated silty soil.” In Proc., 50th Indian Geotechnical Conf. New York: Springer.

4. Variation of Resilient Modulus of Subgrade Soils over a Wide Range of Suction States

5. A Simplified Approach to Determine the Response of Unsaturated Soils Using Multistage Triaxial Test

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