Soil-root Shear Strength Properties of Some Slope Plants

被引:0
|
作者
Abdullah, Mohamad Nordin [1 ]
Osman, Normaniza [1 ]
Ali, Faisal Haji [2 ]
机构
[1] Univ Malaya, Inst Biol Sci, Fac Sci, Kuala Lumpur 50603, Malaysia
[2] Univ Malaya, Dept Civil Engn, Fac Engn, Kuala Lumpur 50603, Malaysia
来源
SAINS MALAYSIANA | 2011年 / 40卷 / 10期
关键词
Angle of friction; cohesion factor; factor of safety; root length; shear strength; STABILITY; TREE; REINFORCEMENT; VEGETATION;
D O I
暂无
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
Rapid development in hilly areas in Malaysia has become a trend that put a stress to the sloping area. It reduces the factor of safety by reducing the resistant force and therefore leads to slope failure. Vegetation plays a big role in reinforcement functions via anchoring the soils and forms a binding network within the soil layer that tied the soil masses together. In this research, three plant species namely Acacia mangium, Dillenia suffruticosa and Leucaena leucocephala were assessed in term of their soil-root shear strength properties. Our results showed that Acacia mangium had the highest shear strength values, 30.4 kPa and 50.2 kPa at loads 13.3 kPa and 24.3 kPa, respectively. Leucaena leucocephala showed the highest in cohesion factor, which was almost double the value in those of Dillenia suffruticosa and Acacia mangium. The root profile analysis indicated Dillenia suffruticosa exhibited the highest values in both root length density and root volume, whilst Leucaena leucocephala had the highest average of root diameter.
引用
收藏
页码:1065 / 1073
页数:9
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