Soil Behavior from Analysis of Tests of Uninstrumented Piles under Lateral Loading /

Soil Behavior from Analysis of Tests of Uninstrumented Piles under Lateral Loading /

The most up-to-date method for the design of laterally loaded piles is to solve numerically the differential equation describing pile behavior. Iterative solutions are necessary since there is a nonlinear relationship between soil resistance and pile deflection. Curves giving soil resistance as a fu...

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Bibliographic Details
Main Authors: Cox, W. R. (Author), Reese, L. C. (Author)
Corporate Authors: Performance of Deep Foundations San Francisco, Calif., ASTM International, American Society for Testing and Materials
Format: Conference Proceeding Book
Language:English
Published: West Conshohocken, Pa. : ASTM International, 1969
Subjects:
Dead loads (Mechanics)
Dynamic loads
Elastic theory
Evaluation
Examinations
Fondations (Construction)
Foundations
Instrumentation
Pile tests
Piles
Soil mechanics
Soil modulus
Static loads
Tests

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