SLOPE STABILITY COMPUTATIONS 来自 ResearchGate 喜欢 0 阅读量: 1174 作者: N Janbu 摘要: The basic concepts and elementary mechanical principles of the limit equilibrium procedure for stability analysis are reviewed, and a limit equilibrium method is presented (with examples) for computing the internal ...
Janbu N (1973) Slope stability computations in embankment-dam engineering. Wiley, New York, pp 47–86N. Janbu.Slope stability computations: In Embankment-dam Engineering . Textbook. Eds. R.C. Hirschfeld and S.J. Poulos. JOHN WILEY AND SONS INC., PUB., NY, 1973, 40P. International ...
The method of a modified Boussinesq equation and slices is suggested to compute slope stability in terms of clay cohesion and internal friction determined under unconsolidated‐undrained conditions. Santrauka Moliui būdinga filtracijos koeficiento priklausomybe nuo slegio gradiento ir nulinis ...
Wright, S.G., “A Study of stability and the undrained shear strength of clay shales, PhD Thesis, Univ of California, Berkeley, 1969. About this Chapter Title Slope Stability Computations with Nonlinear Failure Envelope using Generalized Procedure of Slices and Optimization Techniques Book Title ...
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The performance of artificial neural networks (ANNs) and machine learning frameworks when used as proxy models and trained on a limited collection of random field slope stability. It uses datasets with and without FOS computations to examine how well the forecasts on the likelihood of failure perfor...
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Janbu N (1973) Slope stability computations. Wiley (John) and Sons, Incorporated (Publication) Google Scholar Ke G, Meng Q, Finley T et al (2017) LightGBM: A highly efficient gradient boosting decision tree. In: Guyon I, Luxburg UV, Bengio S et al (eds) Advances in Neural Information...
further computations reveal that the choice of this function has a trivial effect on the predicted FOS under various loading conditions. Additionally, the values of both\({e}_{1}\)and\({e}_{2}\)are set equal to 0.01, ensuring the required convergency in the performed stability analyses for...
a. Within six hundred (600) feet of gully mouths, as shown on the geologic hazards mapping, the following performance specifications shall be met unless a report by a qualified geologist and a qualified engineer which provides computations supporting other performance specifications for the specific ...