Effect Of Shear Strength Parameters In Residual Soils On Slope Failures
Faktor utama yang menyebabkan cerun runtuh di tanah baki adalah pengurangan kekuatan ricih akibat tanah menjadi tepu semasa musim hujan. Banyak cerun yang direkabentuk gagal dalam beberapa tempoh selepas ianya dibina. Oleh kerana kekuatan ricih sentiasa berubah-ubah, adalah perlu untuk kajian dibuat...
Saved in:
Main Author: | Jamalludin, Damanhuri |
---|---|
Format: | Thesis |
Language: | English |
Published: |
2016
|
Subjects: | |
Online Access: | http://eprints.usm.my/41715/1/Effect_Of_Shear_Strength_Parameters_In_Residual_Soils_On_Slope_Failures.pdf http://eprints.usm.my/41715/ |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Effective shear strength parameters of remoulded residual soil
by: Salih, Asmaa Gheyath
Published: (2010) -
Effective shear strength parameters of remoulded residual soil
by: Salih, Asmaa, et al.
Published: (2012) -
Hydrological Response Of Unsaturated Granitic Residual Soil Slope Due To Different Rainfall Amounts And Slope Angle
by: Hamzah, Nur Hasliza
Published: (2017) -
Rainfall induced residual soil slope instability: building cracked and slope failure
by: L. J., Yue, et al.
Published: (2019) -
The Effects of Soil Strength And Slope Geometry Parameters On Slope Stability
by: Tan, Nian Han
Published: (2021)