CONSTRUCTION EFFECT ON LOAD TRANSFER ALONG BORED PILES

Load transfer behavior along bored piles is affected by details of pile construction, especially those imposing stress and moisture changes to the surrounding soils. An investigation involving moisture migration tests, in situ horizontal stress measurements, and borehole shear and pressuremeter tests shows clear effects of construction that lead to subsequent changes in soil properties. The construction of bored piles in Singapore and the region often involves casting of concrete either in unsupported "dry" boreholes or "wet" boreholes filled with water. It is necessary to differentiate these 2 extreme construction conditions in bored pile design. Based on triaxial compression and pressuremeter tests on residual soil of the Jurong Formation in Singapore, the variation of soil modulus with shear strain can be described by a hyperbolic function. A procedure is recommended for assessing the combined effect of stress relief and soaking on soil modulus by introducing a modulus reduction factor. Modulus degradation curves from pressuremeter tests with the borehole conditions properly simulated are found capable of producing load transfer curves comparable to those deduced in the field.

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  • English

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  • Accession Number: 00972341
  • Record Type: Publication
  • Files: TRIS, ATRI
  • Created Date: Apr 14 2004 12:00AM