Passive Earth Pressures: Theories and Tests

Author:

Duncan J. Michael1234,Mokwa Robert L.1234

Affiliation:

1. Honorary Member, ASCE

2. Member, ASCE

3. Univ. Distinguished Prof., Dept. of Civ. and Envir. Engrg., Virginia Polytechnic Inst., Blacksburg, VA 24061-0105. E-mail: jmd@vt.edu.

4. Sr. Geotechnical Engr., Terracon, 11849 W. Executive Dr., Boise, ID 83713.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference21 articles.

1. Brinch Hansen J. ( 1966). “Resistance of a rectangular anchor slab.” Bull. No. 21 Danish Geotechnical Institute Copenhagen 12–13.

2. Caquot A. I. and Kerisel J. ( 1948). “Tables for the calculation of passive pressure active pressure and bearing capacity of foundations.” Libraire du Bureau des Longitudes de L'ecole Polytechnique Paris Gauthier-villars Imprimeur-Editeur 120.

3. Chu S.-C. and Su J. J. ( 1994). “A method for passive pressure earth computation on sands.” Proc. 8th Int. Conf. on Methods and Adv. in Geomechanics Siriwardane and Zaman eds. Vol. 3 Balkema Rotterdam The Netherlands 2441–2445.

4. Coulomb C. A. ( 1776). “Essai sur une application des règles des maximas et minmas à quelques problèmes de statique relatifs à l'architecture.” Mém. acad. roy. pres. divers savanta Vol. 7 Paris (in French).

5. Douglas D. J. and Davis E. H. ( 1964). “The movements of buried footings due to moment and horizontal load and the movement of anchor plates.” Géotechnique London 14(2) 115–132.

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