Correlation of JKR probe with undrained shear strength

Yusof, Mohd Fairus and Abd Khalid, Md Nor Faliq and Ahmad Tajudin, Saiful Azhar and Madun, Aziman and Zainal Abidin , Mohd Hazreek (2017) Correlation of JKR probe with undrained shear strength. In: MATEC Web of Conferences.

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Official URL: DOI: 10.1051/matecconf/201710307009

Abstract

The JKR probe test is a popular field test in Malaysia, and is especially used in soft soil areas to determine bearing capacity. However the correlation of undrained shear strength (Su) and the JKR probe test is not available at this moment. This study was performed to develop an empirical correlation of JKR probe and undrained shear strength of soft to stiff soil. In order to produce the correlation, the JKR probe test and the vane shear test have been performed at Universiti Tun Hussein Onn Malaysia (UTHM). Six JKR probe tests and 12 field vane shear tests were performed in close proximity to obtain good correlation. The results show that undrained shear strength and JKR probe can be correlated as Su=18J0.3. The proposed correlations will serve as a reference for engineers in estimating undrained shear strength, especially in low-risk construction design.

Item Type:Conference or Workshop Item (Paper)
Subjects:T Technology > TA Engineering (General). Civil engineering (General) > TA703-711 Engineering geology. Rock mechanics. Soil mechanics.
ID Code:10122
Deposited By:Pelajar Praktikal UiTM
Deposited On:13 Aug 2018 11:28
Last Modified:13 Aug 2018 11:28

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