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Landslide Susceptibility in Relation to Correlation of Groundwater Development and Ground Condition
المؤلفون المشاركون
Taib, Siti Noor Linda
Selaman, Onni Suhaiza
Chen, C. L.
Lim, R.
Awang Ismail, D. S.
المصدر
العدد
المجلد 2017، العدد 2017 (31 ديسمبر/كانون الأول 2017)، ص ص. 1-7، 7ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2017-12-17
دولة النشر
مصر
عدد الصفحات
7
التخصصات الرئيسية
الملخص EN
Rainfall is inevitably one of the main factors that trigger landslides.
However, not much study has been conducted on the impact of groundwater rise on slope stability.
Thus, this study is intended to focus on the rise of the groundwater level from the bottom of the slope which would lead to landslides due to pore pressure development by eliminating other landslide-triggering factors (i.e., infiltration and surface runoff).
Saturated sand was used for slope modeling, and sand densities of 1523 kg/m3, 1562 kg/m3, and 1592 kg/m3 were tested with a constant slope angle of 45°.
Another set of experiments was also performed on slopes having angles of 25°, 45°, and 60° and with a maintained density of sand at 1562 kg/m3.
Through observation, failure was initiated first at the toe of the slope before minor and major slips or total collapse occurs.
Dimensions of slip surfaces were measured and included in SLOPE/W for the computation of the safety factor.
In conclusion, safety factors are found to be higher in denser soil and in the lowest slope angle.
However, faster occurrence of collapse in denser soil was identified and could be contributed by the faster pore water pressure development.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Taib, Siti Noor Linda& Selaman, Onni Suhaiza& Chen, C. L.& Lim, R.& Awang Ismail, D. S.. 2017. Landslide Susceptibility in Relation to Correlation of Groundwater Development and Ground Condition. Advances in Civil Engineering،Vol. 2017, no. 2017, pp.1-7.
https://search.emarefa.net/detail/BIM-1121261
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Taib, Siti Noor Linda…[et al.]. Landslide Susceptibility in Relation to Correlation of Groundwater Development and Ground Condition. Advances in Civil Engineering No. 2017 (2017), pp.1-7.
https://search.emarefa.net/detail/BIM-1121261
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Taib, Siti Noor Linda& Selaman, Onni Suhaiza& Chen, C. L.& Lim, R.& Awang Ismail, D. S.. Landslide Susceptibility in Relation to Correlation of Groundwater Development and Ground Condition. Advances in Civil Engineering. 2017. Vol. 2017, no. 2017, pp.1-7.
https://search.emarefa.net/detail/BIM-1121261
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1121261
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
أضخم قاعدة بيانات عربية للاستشهادات المرجعية للمجلات العلمية المحكمة الصادرة في العالم العربي
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