Shallow Slides in Compacted High Plasticity Clay Slopes-Reference-Cited by-同舟云学术

Shallow Slides in Compacted High Plasticity Clay Slopes

Published:2004-07 Issue:7 Volume:130 Page:717-727
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Aubeny C. P.¹,Lytton R. L.²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, College Station, TX 77807-3136.

2. Professor, Dept. of Civil Engineering, College Station, TX 77807.

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%291090-0241%282004%29130%3A7%28717%29

Reference24 articles.

1. Aubeny C. Lytton R. and Tang D. (2003). “Simplified analysis of unsteady moisture flow through unsaturated soil.” 82nd Annual Meeting of Transportation Research Board Geology and Properties of Earth Materials No. 81 75–82.

2. Brooks R. H. and Corey A. T. (1964). “Hydraulic properties of porous media.” Colorado State University Hydrology Paper No. 3.

3. Fredlund D. G. and Rahardjo H. (1993). Soil mechanics for unsaturated soils Wiley New York.

4. Hamilton J. M. Daniel D. E. and Olsen R. A. (1981). “Measurement of hydraulic conductivity of partly saturated soils.” Permeability and groundwater contaminant transport ASTM Special Technical Publication 746 T. F. Zimmie and C. O. Riggs eds. ASTM 182–196.

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