Abstract

Light-weight concrete generally has low density and low strength compared with normal concrete, the use of the lightweight concrete for piling is still very rare due to high porosity and underestimate the strength. This research was done to find out the performance of light weight concrete piles (LCP’s) which were made by Palm Oil Clinker (POC) and Foamed Concrete (FC) and to compare their performance with normal concrete pile (NC). Conventional static load test (slow maintained load test, SM) using kenteledge system to
obtain pile capacities were performed for those three type of piles (NC, POC and FC) embedded in soft soil at RECESS, UTHM, Batu Pahat. Performance of piles were also evaluated using Pile Driving Analyzer (PDA) in dynamic loading. The results shows close correlation between static and dynamic test results and the stresses of compression and tensile under both loadings were within the allowable limit state thus, the application of LCP’s for deep foundation on soft soil is feasible.

Keywords: Light-weight concrete piles; Load Test ; L-S Curve, Pile Driving Analysis