|کد مقاله||کد نشریه||سال انتشار||مقاله انگلیسی||ترجمه فارسی||نسخه تمام متن|
|275361||507685||2016||4 صفحه PDF||ندارد||دانلود رایگان|
The shear behavior of a single rock joint in limestone specimens, under a constant normal load (CNL), was analyzed in this study. Test specimens with different asperity roughness were prepared and tested. Goodman’s model of a rock joint’s shear behavior, under CNL, was modified to render a better representation of the data obtained. The model’s applicability was validated. The proposed model showed better correlation with experimental data. It also, requires fewer variables. The steps to calculate all the necessary variables for the model are discussed.
Journal: International Journal of Mining Science and Technology - Volume 26, Issue 4, July 2016, Pages 577–580