Strain Distribution Around Underground Openings. Statistical Relationships for Certain Rock Properties.

Abstract

Comparison is made between all possible pairs of 19 different physicomechanical properties of rocks. Useful correlation coefficients for several pairs of properties were identified. The analysis was based upon some 1,000 sets of data on 25 different rock types and included 5 different field tests and 14 different laboratory tests. The only field tests useful for predicting a laboratory test value were the propagation velocity of a longitudinal wave which gave an r to the 2nd power of 0.63 when compared to unconfined compressive strength, and the Schmidt Hammer values which appeared to have reasonable correlations with wave velocities, static shear modulus and statistically and dynamically derived moduli on laboratory specimens. (Author)

Document Details

Document Type
Technical Report
Publication Date
Oct 01, 1971
Accession Number
AD0735376

Entities

People

  • William H. Perloff
  • William R. Judd

Organizations

  • Purdue University

Tags

DTIC Thesaurus Topics

  • Coefficients
  • Compressive Strength
  • Field Tests
  • Laboratory Procedures
  • Laboratory Tests
  • Mechanical Properties
  • Physical Properties
  • Shear Modulus
  • Test Methods

Readers

  • Geotechnical Engineering.
  • Mechanical Engineering/Mechanics of Materials.
  • Regression Analysis.