Erratum for “Limiting Equilibrium Analysis of Strip Footings”
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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This paper develops an analytical method to calculate seismic bearing capacity of a strip footing, which is located on a slope reinforced with rows of pile. The resistance of passive pile is determined based on normal and shear stress of the soil around the pile, which is then compared to other analytical methods. This comparison indicates an acceptable agreement. The variants of the study incl...
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15 صفحه اولErratum to: Numerical Equilibrium Analysis for Structured Consumer Resource Models.
The formula for D3x given below equation (A9) is wrong for discontinuous g, and equation (A8) is alsowrong. An easyway to see this is that for large τ values it does not provide a solution for (A3) (with adapted initial condition) as it should. As a result, the expressions for D2X , the derivatives for the survival probability and the Ψ i appearing in the characteristic matrix also need correct...
متن کاملbearing 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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ژورنال
عنوان ژورنال: Journal of the Geotechnical Engineering Division
سال: 1978
ISSN: 0093-6405,2690-246X
DOI: 10.1061/ajgeb6.0000726