Structurally controlled rock slope deformation in northern Norway
نویسندگان
چکیده
منابع مشابه
Back analyses for slope failures in rock
Some of the geotechnical parameters used in the analysis may not be accurately measured directly from laboratory tests due to effects of sample disturbance and errors of tests. The back analysis or the observational method are thus often applied to determine the representative and/or dominant strength parameters based on field observations in practice. Based on the Hoek-Brown failure criterion,...
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ژورنال
عنوان ژورنال: Landslides
سال: 2020
ISSN: 1612-510X,1612-5118
DOI: 10.1007/s10346-020-01421-7