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- W749185616 abstract "Point load test has proved an easy and proper method to quantify the stage of weathering of Korean granites. It also produces a fairly reliable strength index tp estimate uniaxial compressive strength. Meanwhile, the size correction formulae commonly adopted in the process of the test were proven rather unsuitable to predict the size-corrooted point load strength of Korean granites. Point load strength values have a well-defined direct linear relationship with uniaxial compressive strength values of Korean granites, The inclination of the straight line for Korean granites is 15.8 and 18.2. by using the minimun cross-sectional area and actual fracture area methods respectively. Both inclinations are lower than the widely adopted value of 24. Point load strength values are influenced by the grain size of granite. thus their reliability for predicting uniaxial compressive strength values can be improved by considering seperately the Cretaceous and Jurassic granites It is recommended however that before using the published formulae. their reliability with respect to rock type should be studied." @default.
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- W749185616 date "1995-01-01" @default.
- W749185616 modified "2023-09-24" @default.
- W749185616 title "Stress-Strain Relation of Remolded Clay Using Intermediate Principal Stress Control Test" @default.
- W749185616 hasPublicationYear "1995" @default.
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