40. Behaviour of base-grouted bored piles in Bangkok subsoils
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Published:1992
W. Teparaksa, 1992. "40. Behaviour of base-grouted bored piles in Bangkok subsoils", Piling European practice and worldwide trends: Proceedings of a conference organized by the Institution of Civil Engineers, and held in London on 7–9 April 1992, Institution of Civil Engineers
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The use of base-grouted bored piles in Bangkok subsoils to solve soil the disturbance at pile toe and to improve end bearing capacity of bored piles has been increasing. This paper reviews the method of constructing base-grouted bored piles. The comparison of the performance between the base-grouted and non-grouted bored piles with respect to load capacity and settlement for varioussoil conditions is discussed. The method of using base-grouted and bored piles for the Bangkok subsoil conditions to meet the optimum requirements and safety is discussed.
INTRODUCTION
CONSTRUCTION METHOD AND PROBLEMS OF BORED PILES IN THE BANGKOK AREA
SETTLEMENT OF WET PROCESS BORED PILE WITHOUT GROUTED BASE
CONSTRUCTION METHOD OF BASE-GROUTED BORED PILE
COMPARISON OF BASE-GROUTED AND NON GROUTED BORED PILE PERFORMANCE
CONCLUSIONS
REFERENCES
