A Validation Exercise for a Footing Supported by Leyden Clay Fill: A Comparison of Large-Scale Testing and the Finite Element Method

Author:

Volmer Brian1234,Chang Nien-Yin1234,Liu Jungang1234,Volmer Andrea1234

Affiliation:

1. Project Engineer, Cesare, Inc.; Research Member, Center for Geotechnical Engineering Science, Univ. of Colorado Denver; Founding Member, 1805 Institute, LLC, Frederick, CO.

2. Professor Emeritus of Civil Engineering and Director of the Center for Geotechnical Engineering Science, Univ. of Colorado Denver, Denver, CO.

3. Associate Professor, Dept. of Civil Engineering, College of Civil Engineering and Architecture at the Hubei Polytechnic Univ.; Research Member, Center for Geotechnical Engineering Science, Univ. of Colorado Denver

4. Research Associate, 1805 Institute, LLC; Research Member, Center for Geotechnical Engineering Science, Univ. of Colorado Denver, Frederick, CO

Publisher

American Society of Civil Engineers

Reference11 articles.

1. Chen, W. F., and Baladi, G. Y. (1985). Soil Plasticity—Theory and Implementation. In the series: Developments in Geotechnical Engineering, Vol. 38. Amsterdam, The Netherlands: Elsevier Science Publishers B.V.

2. Earth Pressures

3. Duncan, J. M., Byrne, P., Wong, K. S., and Mabry, P. (1980). Strength, Stress-Strain and Bulk Modulus Parameters for Finite Element Analyses of Stresses and Movements in Soil Masses. Berkeley, CA: College of Engineering, Office of Research Services, University of California.

4. Lade P. V. (2005). Overview of Constitutive Models for Soils. In J. A. Yamamuro & V. N. Kaliakin (Eds.) American Society of Civil Engineers Geotechnical Special Publication (GSP) GSP 128: Soil Constitutive Models — Evaluation Selection and Calibration. Reston VA: American Society of Civil Engineers.

5. Triaxial Testing of Soils

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