Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/49273
Title: Estimating load carrying capacity of single pile in residual soils
Authors: Kusuma, Mutiasani Dianmarti.
Keywords: DRNTU::Engineering::Civil engineering::Geotechnical
Issue Date: 2012
Abstract: Bored piles are extensively installed in Singapore residual soils for foundation purpose. Unfortunately, traditional design of bored piles is based on properties of clays, sands, or rocks. In addition, bored piles are designed relying on base resistance (Qb) despite the fact that side resistance’s (Qs) contribution towards the total axial capacity is higher at the working load. Therefore, the design of bored piles installed in Singapore residual soils is to be optimized considering both axial capacity and economical aspect.
URI: http://hdl.handle.net/10356/49273
Rights: Nanyang Technological University
Fulltext Permission: restricted
Fulltext Availability: With Fulltext
Appears in Collections:CEE Student Reports (FYP/IA/PA/PI)

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