00490138

Component

http://onlinepubs.trb.org...trr/1988/1191/1191-016.pdf

https://scholar.google.co...oran&publication_year=1988

The behavior of cast-in-drilled-hole pile has been investigated in detail with an instrumented model test pile embedded in either level or sloping ground of sand or silty clay soil. Upslope and downslope as well as parallel directional lateral loads were applied to the model test pile to measure the lateral resistance and the load-deflection relationship. Parameters such as the embedment length, the slope of the ground, the distance from the edge of the slope, and the cyclic loading were included in the study.

This paper appears in Transportation Research Record No. 1191, Culverts and Tiebacks. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved

01414023

p. 155-165

1988

Transportation Research Record

0309048028

Figures (5) ; Photos (5) ; References (22) ; Tables (4)

Anchoring; Casting; Deflection; Design methods; Length; Loads; Repeated loads; Sand; Sign supports; Silty clays; Structural supports; Support piles

Cast-in-drilled-hole piles; Embedment; Lateral loads; Model tests

Bridges and other structures; Design; Geotechnology; Highways; I20: Design and Planning of Transport Infrastructure

TRIS, TRB, ATRI

Dec 31 1989 12:00AM

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• SOME OBSERVATIONS ON FLEXIBLE PIPE RESPONSE TO LOAD