Anchorage and stability of tree root-soil plates

被引:2
|
作者
Tsen-Tieng, Daryl Lee [1 ]
Rahardjo, Harianto [1 ]
Choon, Leong Eng [1 ]
King, Fong Yok [2 ]
机构
[1] Nanyang Technol Univ, Sch Civil & Environm Engn, Singapore, Singapore
[2] Natl Pk Board, Ctr Urban Greenery & Ecol, Singapore, Singapore
关键词
fabric; structure of soils; field testing & monitoring; urban regeneration; SHEAR-STRENGTH; WATER; SUCTION; WINDTHROW; SYSTEM; GROWTH; SPRUCE;
D O I
10.1680/jenge.17.00007
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This study explored the use of root cross-section dimensions, root distribution, uplifted root/soil volume, greenwood modulus of rupture and soil/greenwood densities in a biomechanical close form model based on past literature to estimate the resistance to uprooting of tree root-soil plates. This study used data obtained from a tree-pulling exercise involving 20 planted Samanea saman, a common species of planted wayside trees in Singapore. The trees were individually pulled to failure by uprooting. The failure load, root cross-section dimensions and uplifted root/soil volumes of each individual pulled tree were recorded. The results calculated using the hypothesised close form model showed a good match with data from the tree-pulling exercise. This close form model provides a better understanding of the stability of shallow-rooted trees with root-soil plates.
引用
收藏
页码:330 / 337
页数:8
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