Statistical Estimation of Uniaxial Compressive Strength in Geotechnical Projects Using Regression Analysis: A Comparative Study

Author:

Verma Rahul Kumar1ORCID,Singh Rajesh2ORCID,Kumar Vijay3,Singh T. N.4,Umrao Ravi Kumar5,Mishra Pranshu6ORCID,Sharma Prateek7

Affiliation:

1. Rock Science and Rock Engineering Laboratory, Dept. of Geology, Univ. of Lucknow, Lucknow 226007, India. ORCID: .

2. Assistant Professor, Rock Science and Rock Engineering Laboratory, Dept. of Geology, Univ. of Lucknow, Lucknow 226007, India (corresponding author). ORCID: .

3. Assistant Professor, Dept. of Civil Engineering, Motilal Nehru National Institute of Technology, Prayagraj 211004, India.

4. Professor, Dept. of Earth Sciences, Indian Institute of Technology, Bombay, Mumbai 400076, India.

5. Associate Professor, School of Environmental Sciences, Jawaharlal Nehru Univ., New Delhi 110067, India.

6. Research Scholar, Rock Science and Rock Engineering Laboratory, Dept. of Geology, Univ. of Lucknow, Lucknow 226007, India. ORCID: .

7. Research Scholar, Rock Science and Rock Engineering Laboratory, Dept. of Geology, Univ. of Lucknow, Lucknow 226007, India.

Publisher

American Society of Civil Engineers (ASCE)

Reference42 articles.

1. ASTM. 2000. Standard test method for determination of rock hardness by rebound hammer method. ASTM D 5873-00. West Conshohocken, PA: ASTM.

2. A systematic determination of engineering criteria for rocks;Aufmuth R. E.;Bull. Assoc. Eng. Geol.,1973

3. The Schmidt hammer in rock material characterization;Aydin A.;Eng. Geol.,2005

4. Estimation of Failure Rate in Water Distribution Network Using Fuzzy Clustering and LS-SVM Methods

5. A method for normalization of Schmidt hammer rebound values;Basu A.;Int. J. Rock. Mech. Min. Sci.,2004

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