Determination of young elasticity modulus in bored piles through the global strain extensometer sensors and real-time monitoring data

• Main Authors: Moayedi, Hossein, Kalantar, Bahareh, Abdullahi, Mu’azu Mohammed, A. Rashid, Ahmad Safuan, Nazir, Ramli, Nguyen, Hoang
• Format: Article
• Published: MDPI AG 2019
• Subjects: TA Engineering (General). Civil engineering (General)
• Online Access: http://eprints.utm.my/id/eprint/88235/; http://dx.doi.org/10.3390/app9153060
• Institution: Universiti Teknologi Malaysia

For friction piles depending on the friction resistance, accurate prediction of unit skin friction around the pile shaft is the dominant resistance to measure the final bearing capacity of a bored-pile. The present study measures the stress-strain transferring in two instrumented bored-piles (BP #1 & BP# 2) embedded within the soil layer in Kuala Lumpur by real-time monitoring global strain extensometer (GSE) sensors. Two bored-piles (i.e., having 1.80 m and 1.0 m diameters, as well as 36 m and 32 m lengths) have been loaded with two times to their design working loads. Extensive data are analyzed to measure the changes in stress-strain in the bored-pile. The effect of loading and unloading stages on the pile's head and base settlement has been monitored, indicating that Young modulus of elasticity in concrete bored-pile (Ec), average strain, and unit skin friction changed along the bored-pile based on the ground site conditions and stress registered. One example of two case studies with great real-time monitoring data has been provided to further design.