Evaluation of slopes failure base on SPT (N-values) And JKR probe tests in tropical residual soil in Northern Malaysia / Muhammad Hafeez Osman, Damanhuri Jamalludin and Mohamad Irwan Pandapotan Harahap

Evaluation of slopes failure base on SPT (N-values) And JKR probe tests in tropical residual soil in Northern Malaysia / Muhammad Hafeez Osman, Damanhuri Jamalludin and Mohamad Irwan Pandapotan Harahap

Slope failures are generally caused by infiltration due heavy and intense rainfall, very steep slope angle, erosion of slope surface and slope toe, vibration due to blasting, rise of water table in slope and etc. Slopes will be more stable when they are having gentler slope angle, proper drainage on...

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Bibliographic Details
Main Authors: Osman, Muhammad Hafeez, Jamalludin, Damanhuri, Harahap, Mohamad Irwan Pandapotan
Format: Research Reports
Language:English
Published: Institute of Research, Development and Commercialization, Universiti Teknologi MARA 2012
Subjects:
Engineering geology. Rock mechanics. Soil mechanics.
Online Access:https://ir.uitm.edu.my/id/eprint/7892/1/7892.pdf

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