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- W2370298599 abstract "The numerical simulation on compressive strength of rock mass with different joint plane angle subjecting and certain confining pressures were carried out by using UDEC software for researching the variation of compressive strength of single jointed rock mass with the change of joint plane angle and confining pressure.The results show that when the confining pressures are determined,the compressive strength of rock mass decreases firstly and then increases with the increasing joint plane angle,and it arrives at the bottom when the joint plane angle ranges from 45° to 60°,exhibiting a U shape trend.While when the joint plane angles are determined,the compressive strength of rock mass increases correspondingly with the increasing confining pressure,exhibiting a linear trend which can be expressed as a linear function,thus it is consistent with theoretical formula.With the increasing of amplitude,the compressive strength of rock mass increases initially and then decreases with the increasing joint plane angle which is similar to variation law of compressive strength with joint plane angle." @default.
- W2370298599 created "2016-06-24" @default.
- W2370298599 creator A5051631476 @default.
- W2370298599 date "2015-01-01" @default.
- W2370298599 modified "2023-09-27" @default.
- W2370298599 title "Numerical simulation on compressive strength of single jointed rock mass" @default.
- W2370298599 hasPublicationYear "2015" @default.
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