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Cyclic Lateral Loading of a Model Pile Group in Clay Soil. Executive Summary. Phase 2C

CITE Title : Cyclic Lateral Loading of a Model Pile Group in Clay Soil. Executive Summary. Phase 2C Creator(s) : Caliendo, J. A.;Anderson, L. R.;Moss, R. E. S.;Rawlings, Mark; Corporate Creator(s) : University Transportation Centers Program (U.S.) Corporate Contributor(s) : Mountain Plains Consortium;Utah State University. Department of Civil and Environmental Engineering; Published Date : 1999-02-01 Report Number : MPC-99-99C URL : /view/dot/49452 "Cyclic Lateral Loading of" (1999). "Cyclic Lateral Loading of a Model Pile Group in Clay Soil. Executive Summary. Phase 2C" (1999) "Cyclic Lateral Loading of a Model Pile Group in Clay Soil. Executive Summary. Phase 2C" , 1999 Export RIS Citation Information.

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Caliendo, J. A. ;

Anderson, L. R.

1999-02-01

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In certain regions of the world, designing deep foundations to withstand seismic loading is a reality. Seismic loading of structures and foundations r...

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