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Anchorage and stability of tree root–soil plates
Environmental Geotechnics ( IF 2.2 ) Pub Date : 2020-08-24 , DOI: 17.00007
Daryl Lee Tsen-Tieng, Harianto Rahardjo, Leong Eng Choon, Fong Yok King

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.

中文翻译:

树根-土壤板的锚固和稳定性

这项研究探索了根系横截面尺寸,根系分布,根系/土壤体积增加,绿林破裂模量和土壤/绿林密度的使用,该模型基于过去的文献来估计树木对根部的抗连根性–土板。这项研究使用了从20棵种植的Samanea saman进行的拉树练习中获得的数据,是新加坡种植的路边树木的常见物种。树木因连根拔起而被单独破坏。记录每棵被拉树的破坏载荷,根部横截面尺寸和根部/土壤的抬升量。使用假设的封闭形式模型计算的结果表明,该结果与拔树活动的数据非常吻合。这种紧密形式的模型可以更好地理解带有根-土板的浅根树木的稳定性。
更新日期:2020-08-24
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