Limit Analysis of Geotechnical Problems By Applying Lower-Bound Theorem
نویسندگان
چکیده
منابع مشابه
Bearing Capacity of Strip Footings near Slopes Using Lower Bound Limit Analysis
Stability of foundations near slopes is one of the important and complicated problems in geotechnical engineering, which has been investigated by various methods such as limit equilibrium, limit analysis, slip-line, finite element and discrete element. The complexity of this problem is resulted from the combination of two probable failures: foundation failure and overall slope failure. The curr...
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stability of foundations near slopes is one of the important and complicated problems in geotechnical engineering, which has been investigated by various methods such as limit equilibrium, limit analysis, slip-line, finite element and discrete element. the complexity of this problem is resulted from the combination of two probable failures: foundation failure and overall slope failure. the curr...
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ژورنال
عنوان ژورنال: Soils and Foundations
سال: 1985
ISSN: 0038-0806
DOI: 10.3208/sandf1972.25.4_37