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- W416755437 abstract "Two discussions of a paper with the aforementioned title by Mayne, Kulhawy, and Trautmann, published in this journal (Volume 121, Number 12, December 1995), are presented. The authors present important data from laboratory tests on laterally-loaded drilled shafts in clay. In the first discussion, Day states that the authors' laboratory testing concentrates on determining the lateral load versus displacement response of various sized concrete shafts. Day reveals that for the design of laterally loaded shafts, lateral load tests are often not conducted. The usual method for designing shafts in clay is to use earth pressure theory. In the second discussion, Motta presents some general expressions for the evaluation of the soil response and of the horizontal displacement of free rigid piles in cohesive and cohesionless soils under horizontal forces. Motta provides an elastic-perfectly plastic model and presents the assumptions upon which it is based. He then presents two cases. Discussions are followed by closure from the authors." @default.
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- W416755437 date "1997-05-01" @default.
- W416755437 modified "2023-09-27" @default.
- W416755437 title "LABORATORY MODELING OF LATERALLY-LOADED DRILLED SHAFTS IN CLAY. DISCUSSIONS AND CLOSURE" @default.
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