Undrained Monotonic and Cyclic Strength of Sands

Author:

Alarcon‐Guzman A.,Leonards G. A.,Chameau J. L.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Earth and Planetary Sciences,Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference33 articles.

1. Discussion of “Liquefaction Evaluation Procedure” by Steve J. Poulos, Gonzalo Castro, and John W. France (June, 1985, Vol. 111, No. 6)

2. Alarcon‐Guzman A. (1986). “Cyclic stress‐strain and liquefaction characteristics of sands ” thesis presented to Purdue University at West Lafayette Ind. in partial fulfillment of the requirements for the degree of Doctor of Philosophy.

3. A New Apparatus for Investigating the Stress-Strain Characteristics of Sands

4. A state parameter for sands

5. Bishop A. W. (1971). “Shear strength parameters for undisturbed and remoulded soil specimens.” Stress‐Strain Behavior of Soils R. H. G. Parry ed. Cambridge University Cambridge U.K. 3–58.

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