Bearing capacity of foundations on rock slopes intersected by non-persistent discontinuity
نویسندگان
چکیده
منابع مشابه
Determination of Sliding Path in Rock Slopes Containing Coplanar Non-Persistent Open Discontinuity
In 3-D analyses of rock slopes there’re can be numerous sliding paths a long a coplanar nonpersistent discontinuity with a known strike. This paper describes an approach for the determination of a most probable sliding path. For this particular study, several blocks of gypsum with the dimensions of 15×15×15 cm containing coplanar non-persistent open joints were fabricated. The models have vario...
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ژورنال
عنوان ژورنال: International Journal of Mining Science and Technology
سال: 2020
ISSN: 2095-2686
DOI: 10.1016/j.ijmst.2020.03.018