Saturated and unsaturated stability analysis of slope subjected to rainfall infiltration

• المؤلفون الرئيسيون: Nurly Gofar, Rahardjo, Harianto
• مؤلفون آخرون: Iskandar, I.
• التنسيق: مقال
• اللغة: English
• منشور في: 2018
• الموضوعات: Saturated and Unsaturated Stability; Rainfall Infiltration; DRNTU::Engineering::Civil engineering
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/89454; http://hdl.handle.net/10220/46247
• المؤسسة: Nanyang Technological University

This paper presents results of saturated and unsaturated stability analysis of typical residual slopes subjected to rainfall infiltration corresponds to 50 years rainfall return period. The slope angles considered were 45° and 70°. The saturated stability analyses were carried out for original and c...