Root reinforcement in plantations of Cryptomeria japonica D. Don: effect of tree age and stand structure on slope stability

被引:228
作者
Genet, Marie [1 ]
Kokutse, Nomessi [1 ,2 ]
Stokes, Alexia [3 ,4 ]
Fourcaud, Thierry [5 ,6 ]
Cai, Xiaohu [7 ]
Ji, Jinnan [8 ]
Mickovski, Slobodan [9 ]
机构
[1] Univ Bordeaux 1, US2B, F-33405 Talence, France
[2] Univ Lome, Fac Sci, Lab Bot & Ecol Vegetale, Lome, Togo
[3] INRA, UMR AMAP, F-34000 Montpellier, France
[4] Chinese Acad Sci, Inst Automat, LIAMA, Beijing 100080, Peoples R China
[5] CIRAD, UMR AMAP, F-34000 Montpellier, France
[6] Chinese Acad Sci, Inst Automat, LAMA, Beijing 100081, Peoples R China
[7] Sichuan Acad Forestry, Chengdu 60081, Peoples R China
[8] Beijing Forestry Univ, Beijing 100081, Peoples R China
[9] Jacobs UK Ltd, Glasgow GW2 7HX, Lanark, Scotland
关键词
Additional cohesion; Landslides; Japanese cedar; Root biomass; Soil fixation; Tensile strength;
D O I
10.1016/j.foreco.2008.05.050
中图分类号
S7 [林业];
学科分类号
0829 [林业工程]; 0907 [林学];
摘要
The role of vegetation in preventing shallow soil mass movement is now fairly well understood, particularly at the individual plant level. However, how soil is reinforced on a larger scale and the influence of changes in vegetation over time has rarely been investigated. Therefore we carried out a study on the temporal and spatial changes within stands of Cryptomeria japonica D. Don, growing in the Sichuan province of China, an area where shallow landslides are frequent. Soil cores were taken from three neighbouring stands of C. japonica aged 9, 20 and 30 years old and growing on steep slopes. Cores were taken from around trees and the root (<10 mm in diameter) biomass density (root density (RD)) present in each core was measured at different depths. The spatial position of trees at each site was noted and soil shear strength was measured. The tensile strength of a sample of roots from each stand was measured. Using the RD data, the root area ratio (RAR) could be estimated. RAR and root tensile strength were used as input to a model of root reinforcement which determines the additional cohesion, c, or contribution of vegetation to soil. Data were then incorporated into a two dimensional model of slope stability developed in the finite element (FE) code, Plaxis, which calculates the safety factor (FOS), or likelihood of a slope to fail under certain circumstances. We calculated the FOS of slopes with and without C. japonica, taking into account the spatial position of trees at each stand. Results showed that RD was highest in the 9-year-old stand, but that root tensile strength was lowest. In the 30-year-old stand, RD was low but a higher root tensile strength compensated for the decrease in RAR. The FOS increased by only 15-27% when vegetation was present, with the greatest augmentation in the 9-year-old stand. The older stands had been thinned over the years, resulting in large gaps between trees, which would be prone to local soil slippage. This spatial effect was reflected in the FE analysis, which showed a significant relationship between the number of trees and distance between groups of trees in the 20- and 30-year-old stands only. Therefore, when managing fragile slopes, care should be taken when thinning, so that large gaps do not exist between trees, the influence of which is accrued over time. (C) 2008 Elsevier B.V. All rights reserved.
引用
收藏
页码:1517 / 1526
页数:10
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