A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
This paper discusses a procedure for the design of slope stabilizing piles in which the resistance provided by the piles is assessed via an analysis of their response to lateral ground movements. The mechanics of such pile-soil interaction are discussed and it is shown that there are a number of modes of failure, involving yield of the soil and/or the piles themselves. For the ultimate case, a series of design charts are given to assist in the assessment of pile resistance. A conceptual approach for designing piles to limit slope movements is also presented. Finally, the application of the approach to two documented case histories is described.
This paper discusses a procedure for the design of slope stabilizing piles in which the resistance provided by the piles is assessed via an analysis of their response to lateral ground movements. The mechanics of such pile-soil interaction are discussed and it is shown that there are a number of modes of failure, involving yield of the soil and/or the piles themselves. For the ultimate case, a series of design charts are given to assist in the assessment of pile resistance. A conceptual approach for designing piles to limit slope movements is also presented. Finally, the application of the approach to two documented case histories is described.
Design of Slope Stabilizing Piles
H. G. Poulos (author)
1999
62 pages
Report
No indication
English
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