Search
Now showing items 1-8 of 8
Discussion of “<i>Bivariate Lognormal Probability Distribution</i>” by Nick T. Thomopoulos and Anatol Longinow (December, 1984, Vol. 110, No. 12)
Publisher: American Society of Civil Engineers
Closure to “<i>Clay Liner Permeability: Evaluation and Variation</i>” by Kingsley Harrop‐Williams (October, 1985, Vol. 111, No. 10)
Publisher: American Society of Civil Engineers
Arch in Soil Arching
Publisher: American Society of Civil Engineers
Abstract: It is shown theoretically that the arch describing the minor principal stress in the soil behind a retaining wall can be approximated by a catenary which is very close to circular in the range of interest.
Clay Liner Permeability: Evaluation and Variation
Publisher: American Society of Civil Engineers
Abstract: The primary criterion used in evaluating the suitability of hazardous waste landfills for containing hazardous wastes is permeability, and many regulatory agencies have adopted regulations requiring clay‐lined hazardous ...
Probability Distribution of Strength Parameters in Uniform Soils
Publisher: American Society of Civil Engineers
Abstract: Statistical tests on the cohesional and frictional components of shear strength of soils have repeatedly identified these parameters to be more adequately modeled by the beta distribution than by any of the other common ...
Random Nature of Soil Porosity and Related Properties
Publisher: American Society of Civil Engineers
Abstract: The random nature of soil is examined from a particulate approach. It is shown that the probability distribution of the porosity, void ratio, unit weight, and water content are beta or beta-like and closely modeled by the normal.
Closure to “<i>Arch in Soil Arching</i>” by Kingsley Harrop‐Williams (March, 1989, Vol. 115, No. 3)
Publisher: American Society of Civil Engineers
Finite Element Analysis of Random Soil Media
Publisher: American Society of Civil Engineers
Abstract: Application of the stochastic finite element method to a probabilistic characterization of the system based on a random field model appears to be a promising method of analyzing the reliability of structural and geotechnical ...
CSV
RIS