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Rainfall-induced slope stability problem a case study at UTB Campus / Chang Wei Hau

By: Chang Wei Han [author]Contributor(s): Dr., hjh Ena Kartina binti Hj Abd Rahman [Supervisor]Material type: TextTextPublication details: Brunei Darussalam : Univerisiti Teknologi Brunei , ©2016 . Description: x, 82 pages illustrations 30 cm 1 CD-RomSubject(s): -- Dissertation Univerisiti Teknologi Brunei | Rainfall-Induced -- Brunei Darussalam | Tension cracks -- Brunei Darussalam | Slope Stability Problem -- Brunei DarussalamOther classification: UTB 120 REPORT THESIS & DISSERTATION | RTDS 153 Dissertation note: Dissertation (Degree) - Univerisiti Teknologi Brunei (2016)
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Item type Current library Call number Status Notes Date due Barcode
Reports, Thesis & Dissertation Students Reports, Thesis & Dissertation Students Universiti Teknologi Brunei Library
RTDS 153_UTB 2016 c.1 (Browse shelf(Opens below)) Not for loan Reg. no.001802 UTB 120 REPORT 828629
Report. Thesis & Desertation Students - Media Report. Thesis & Desertation Students - Media Universiti Teknologi Brunei Library
- at level 2
UTB 120 REPORT, THESIS & DISSERTATION, RTDS CD 16 (Browse shelf(Opens below)) Available RTDS CD 16_UTB 828643

Dissertation submitted to Universiti Teknologi Brunei in partial fulfilment of the requirements for the degree of Bachelor of Engineering

Abstract

Tension cracks are present widely in soil slopes. Soils with tension cracks have a higher permeability and exert an additional driving force on the slope which can decrease the stability. An engineered slope in Universiti Teknologi Brunei (UTB) is assumed to have developed different depths of tension cracks and was analyzed for its stability under the rainfall pattern in Brunei for the month in January, 2014 which has over 150 histories of landslides cases. To do this, slope investigation to determine its geometry and the necessary soil parameters are done. A transient seepage and slope stability analyses were carried out using SEEP/W and SLOPE/W. The results showed development of shallow cracks do not contribute to reduction of slope stability, but instead increases the stability on some of the days. The results also showed as the depth of the cracks increases, more days tend to have a lower stability.

Dissertation is available in CD and is not for loan or reference use

Dissertation (Degree) - Univerisiti Teknologi Brunei (2016)

Includes bibliographical and appendices

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