Investigation of failure of highway embankment founded on Colluvium and suggested stabilization measures for reconstruction-Reference-Cited by-同舟云学术

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Investigation of failure of highway embankment founded on Colluvium and suggested stabilization measures for reconstruction

Published:1994-12 Issue:1-2 Volume:38 Page:95-116
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Al-Homoud Azm S.,Saket Safwan K.,Husein Abdallah I.

Publisher

Elsevier BV

Subject

Geology,Geotechnical Engineering and Engineering Geology

Reference8 articles.

1. Stability Analysis of Earth Slopes;Huang,1983

2. Fundamentals of Soil Behavior;Mitchell,1976

3. Long term stability of clay slopes;Skempton,1964

4. Slope stability of cuttings in Brown London clay;Skempton,1977

5. Residual strength of clays in landslides, folded strata, and the laboratory;Skempton;Geotechnique,1985

Cited by 7 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. Interpreting the formation mechanism of a complex landslide: a case study of a reactivated landslide of a reinforced embankment slope;Bulletin of Engineering Geology and the Environment;2023-12

2. CSEES: An expert system for analysis and design of cut slopes and embankments;Environmental Geology;1999-11-22

3. Modelling the effect of rainfall on instabilities of slopes along highways;Environmental Geology;1999-04-23

4. Analysis and remedies of landslides of cut slopes due to the presence of weak cohesive layers within stronger formations;Environmental Geology;1998-03-12

5. An inventory for evaluating hazard and risk assessment of cut slopes in weak rocks along highways;Bulletin of Engineering Geology and the Environment;1997-04

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