Conventional and Probabilistic Embankment Design

Author:

McGuffey Verne1,Grivas Dimitri2,Iori John3,Kyfor Zenon

Affiliation:

1. Assoc. Soils Engr., New York State Dept. of Transportation, Albany, N.Y.

2. Assoc. Prof., Dept. of Civ. Engr., Rensselaer Polytechnic Inst., Troy, N.Y.

3. Asst. Soils Engr., New York State Dept. of Transportation, Albany, N.Y.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Engineering

Cited by 5 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Reliability Analysis of an Embankment Built and Reinforced in Soft Ground Using LE and FE;Sustainability;2022-02-16

2. Recent Advances in the Methods of Slope Stability and Deformation Analyses;Understanding and Reducing Landslide Disaster Risk;2020-12-23

3. Comparative Approaches to Probabilistic Finite Element Methods for Slope Stability Analysis;Simulation Modelling Practice and Theory;2020-04

4. Probabilistic Stability Analyses of Embankments Based on Finite-Element Method;Journal of Geotechnical and Geoenvironmental Engineering;2006-11

5. Embankment reliability versus factor of safety: Before and after slide repair;International Journal for Numerical and Analytical Methods in Geomechanics;1991-01

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