Limitations of Transient Seepage Analyses for Calculating Pore Pressures during External Water Level Changes-Reference-Cited by-同舟云学术

Limitations of Transient Seepage Analyses for Calculating Pore Pressures during External Water Level Changes

Published:2015-05 Issue:5 Volume:141 Page:04015005
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

VandenBerge Daniel R.¹,Duncan J. Michael²,Brandon Thomas L.³

Affiliation:

1. Research Associate, Virginia Tech, 19 Patton Hall, Blacksburg, VA 24061 (corresponding author).

2. University Distinguished Professor Emeritus, Virginia Tech, 120 Patton Hall, Blacksburg, VA 24061.

3. Associate Professor, Virginia Tech, 22 Patton Hall, Blacksburg, VA 24061.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001283

Reference38 articles.

1. Alonso E. E. and Pinyol N. M. (2011). “Landslides in reservoirs and dam operation.” Proc. Dam Maint. and Rehab. II R. Garcia et al. ed. Taylor & Francis Group London 3–27.

2. 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—Proc. Int. Symp. Dept. of Civil Engineering of the Univ. College Swansea U.K. 809–828.

3. Hydraulic Conductivity of Thirteen Compacted Clays

4. Investigation of stability of slopes under drawdown conditions

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