根据桦树根系黏聚力变化对土壤加固的研究

S. Karamirad, M. Lotfalian, E. Shooshpasha, H. Jalilvand, F. Giadrossich
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摘要

通过根系的存在来考察土壤的黏聚性是土壤加固研究的重要标准之一。在本研究中,采用wm和FBM两种模型对土壤黏聚度进行了调查和比较。为此,在第一丛林的3个样地分别选择了7棵角梁木。然后采用剖面挖沟法对根的分布进行了分析比较,并分别用标准强化装置测量了根的抗拉强度。根面积比(RAR)随埋深的增加而减小,3个地点的根面积比最大值均出现在埋深40 cm左右,最大生根深度为60 cm。结果证实,根直径与抗拉强度之间存在幂律关系。第一、二、三点的最小抗拉强度分别为11.52 ~ 323.42、6.89 ~ 318.79和6.91 ~ 312.66 MPa,直径范围分别为0.5 ~ 9.45、0.56 ~ 9.21、0.45 ~ 9.32。3个样点的根系黏聚力在WWM模型下分别为4.04 ~ 61.37、5.7 ~ 53.18、4.6 ~ 46.66 kpa,在FBM模型下1、2、3个样点的根系黏聚力分别为1.22 ~ 27.48、1.87 ~ 24.22、1.85 ~ 19.04 kpa。这两种模型的比较增加了我们对角梁物种生物力学特征的认识,并更准确地确定了未来在管理自然现象(如滑坡)中使用的土壤加固量。
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Investigation of soil reinforcement according to the root cohesion changes in hornbeam (Carpinus betulus L.)
The degree of soil cohesion investigation through the presence of roots is one of the important criteria in soil reinforcement studies. In this study, the investigation and comparison of the degree of soil cohesion have been carried out using two models of WWM and FBM. For this purpose, seven hornbeam (Carpinus betulus L.) trees were selected in each three sites of chalos sarcheshme forest, series one. Then profile trenching method was used to analyze and compare root distribution and standard instron device have been measured tensile strength, respectively. The root area ratio (RAR) has decreased with increasing depth, and the maximum value of RAR in the three sites is seen at about 40 cm from the beginning, and the maximum depth of rooting is 60 cm. The results confirmed that there was a power law relationship between root diameter and tensile strength. The minimum and maximum tensile strength was estimated at 11.52-323.42, 6.89-318.79 and 6.91-312.66 MPa, in diameter range of 0.5-9.45,0.56-9.21,0.45-9.32 in the first, second and third site, respectively. In all three sites, the amount of soil cohesion through the presence of roots using the WWM model was 4.04-61.37,5.7-53.18,4.6-46.66 kpa and in FBM model the root cohesion in all depth was 1.22-27.48,1.87-24.22,1.85-19.04 kpa in the first, second and third site, respectively. Comparison of these two models increases our knowledge of the biomechanical features of the hornbeam species and more accurately determines the amount of soil reinforcement to be used in the future in the management of natural phenomena such as landslides.
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