Effect of Rock Matrix with Circular Opening on Strength Characteristics Using Triaxial System with Partial Unconfined Condition
Effect of Rock Matrix with Circular Opening on Strength Characteristics Using Triaxial System with Partial Unconfined Condition
Burhanuddin Lokhandwala; Abhay Gandhi; Manish Shah
6th International Conference on Geotechnical and Geophysical Site Characterization (ISC2020)
Rock, stiff clay, cavity, debris flow
Laboratory Testing, Rock Mechanics
https://doi.org/10.53243/ISC2020-527
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