Evaluation of Pore Water Pressure Prediction Methods under Rapid Drawdown: Case Study of the Pilarcitos Dam Failure-Reference-Cited by-同舟云学术

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Evaluation of Pore Water Pressure Prediction Methods under Rapid Drawdown: Case Study of the Pilarcitos Dam Failure

Published:2021-11-04 Issue: Volume: Page:
ISSN:
Container-title:Geo-Extreme 2021
language:
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Author:

Jadid Rowshon¹²³,Montoya Brina M.¹²³,Gabr Mohammed A.¹²³

Affiliation:

1. Postdoctoral Research Scholar, Dept. of Civil, Construction and Environmental Engineering, North Carolina State Univ., Raleigh, NC.

2. Associate Professor, Dept. of Civil, Construction and Environmental Engineering, North Carolina State Univ., Raleigh, NC.

3. Distinguished Professor, Dept. of Civil, Construction and Environmental Engineering, North Carolina State Univ., Raleigh, NC.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784483688.014

Reference15 articles.

1. Barrett, J. R., and Moore, P. J. (1975). Design criteria for rapid drawdown in earth-rock dams. Criteria and Assumptions for Numerical Analysis of Dams (pp. 809–828). Swansea, U.K.: Dept. of Civil Engineering of the Univ. College.

2. Investigation of stability of slopes under drawdown conditions

3. The Use of Pore-Pressure Coefficients in Practice

4. Duncan J. M. Wright S. G. and Wong K. S. (1990). Slope stability during rapid drawdown. Seed Memorial Symposium (pp. 235–272). Vancouver BC Canada: BiTech Publishers.

5. Effect of repeated rise and fall of water level on seepage-induced deformation and related stability analysis of Princeville levee

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