Rock point load test (PLT index) and its correlation with rock coring rate of bored pile machine-Reference-Cited by-同舟云学术

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Rock point load test (PLT index) and its correlation with rock coring rate of bored pile machine

Published:2023-02 Issue: Volume:129 Page:103344
ISSN:1474-7065
Container-title:Physics and Chemistry of the Earth, Parts A/B/C
language:en
Short-container-title:Physics and Chemistry of the Earth, Parts A/B/C

Author:

Yusof Z.M.,Farn W.S.,Leow C.S.,Lee J.C.

Publisher

Elsevier BV

Subject

Geochemistry and Petrology,Geophysics

Reference42 articles.

1. Effect of rock properties on excavation-loading operation in selected quarries;Adebayo;Adv. Mater. Res.,2013

2. Bored Pile Foundation - Advantages, Disadvantages & Techniques;Agrawal,2020

3. Evaluation of empirical estimation of uniaxial compressive strength of rock using measurements from index and physical tests;Aladejare;J. Rock Mech. Geotech. Eng.,2019

4. Effect of rock properties on excavation loading operation in selected quarries;Aladejare;Adv. Mater. Res.,2013

5. Correlation between uniaxial strength and point load index of rocks;Alitalesh;Japanese Geotechnical Society Special Publication,2016

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1. Reliability assessment of carbon fiber mortar: Combined pulse velocity, point load, and compressive strength tests;Results in Engineering;2024-03

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