Evaluation of shear strength parameters using shear box tests for slope failures in Penang / Mohamad Zain Hashim, Damanhuri Jamalludin, Muhammad Hafeez Osman

Hashim, Mohamad Zain and Jamalludin, Damanhuri and Osman, Muhammad Hafeez (2011) Evaluation of shear strength parameters using shear box tests for slope failures in Penang / Mohamad Zain Hashim, Damanhuri Jamalludin, Muhammad Hafeez Osman. [Research Reports] (Unpublished)

Abstract

On the 11th December 1993, Highland Tower near Hulu Kelang, Selangor toppled due to slope failure causing 48 residents was killed. It became the worst nightmare to the all Malaysian especially to those who are the residents of the un-failed nearby tower as well as in the engineering lines. Since then, many more slope failures occurred in Malaysia yearly during the rainy seasons. Hence, slope failures ranked among the worst natural disaster occurring in Malaysia, studies on the slope failures are becoming important. Therefore, it is very important for us to know the main causes that are causing the occurrences of landslides or failure in slopes in Malaysia. Slope failure, also referred to as mass wasting, is the down slope movement of rock debris and soil in response to gravitational stresses. There are many factors affecting slope failures such as weaknesses in the composition or structure of the rock or soil; variation in conditions such as change in rainfall, unorganized drainage or surface stability (removal of vegetation). Among these factors, rainfall, earthquake and human activities are important starter factors that are causing slope failures to occur. This study is to determine the soil shear strength under saturated condition along 2 roads in Penang Island namely along Teluk Bahang - Balik Pulau road and along Teluk Kumbar - Gertak Sanggul road. Saturated shear box tests were conducted to determine the shear strength for soil samples taken from slope failure locations. Histograms of the cohesion and friction angle were plotted along the 2 roads and their average values were determined. It was found that the ranges average value of cohesion and friction angle along Teluk Bahang - Balik Pulau road are higher than that along Teluk Kumbar - Gertak Sanggul road.

Metadata

Item Type: Research Reports
Creators:
CreatorsEmail / ID. Num
Hashim, Mohamad ZainUNSPECIFIED
Jamalludin, DamanhuriUNSPECIFIED
Osman, Muhammad HafeezUNSPECIFIED
Subjects: G Geography. Anthropology. Recreation > GB Physical geography > Slopes (Physical geography)
G Geography. Anthropology. Recreation > GB Physical geography > Slopes (Physical geography) > Malaysia
T Technology > TA Engineering. Civil engineering > Engineering geology. Rock mechanics. Soil mechanics.
Divisions: Universiti Teknologi MARA, Pulau Pinang > Permatang Pauh Campus
Item ID: 36092
Uncontrolled Keywords: Highland Tower, Slope Failures, Landslides
URI: http://ir.uitm.edu.my/id/eprint/36092

Download

[img] Text
36092.PDF

Download (113kB)

Fulltext

Fulltext is available at:
  • Bilik Koleksi Akses Terhad PTAR | Kampus Permatang Pauh, Pulau Pinang
  • ID Number

    36092

    Others


    View in Google Scholar

    Actions (login required)

    View Item View Item

    Downloads

    Downloads per month over past year