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Study on root distribution and mechanical properties of pinus tabulaeformis in dumps of an opencast coal mine, Shanxi, China

机译:中国山西山西露天煤矿倾卸土豆泥格的根系分布及力学性能研究

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The study area was the dumps of maximum opencast coal mine in Shanxi, the three reclamation substrates of thin loess, thick loess and soil-rock mixture were chosen as sample plots, the root distributions of pinus tabulaeformis growing in which were surveyed by profile excavation method and local specimens method. The mechanical properties of roots and water-holding capacity of litter of pinus tabulaeformis were tested. The results showed that: (1) In the thin loess, the root diameter of pinus tabulaeformis was 0-6.5 mm, the root weight density and root length density distributed evenly and were wavy with the increasing diameter in each soil layer. In the thick loess, the root diameter was between 0-3.5 mm, the root weight density and root length density were the biggest in deep soil layers. In the soil-rock mixture, the range of root diameter and root weight density and root length density were all the smallest, and roots tended to develop in surface soil. (2) The root diameters tested successfully ranged from 1.49 to 3.31 mm, the tensile force increased with increasing diameter according to a power function, the tensile strength decreased with increasing diameter at the level of a power function. The root stress-strain curve showed the single-peak curve with the characteristics of elastic-plastic. (3) The water-holding rate of litter increased with socking time at a power function, and there was a significant difference in three reclamation substrates (P < 0.05). The reclamation substrate has a great influence on the root distribution and soil reinforcement.
机译:该研究领域是山西最大露天煤矿的倾倒,选择了薄黄土,厚黄土和土壤 - 岩石混合物的三个倒装衬底作为样品图,通过轮廓挖掘方法调查了松树塔巴树的根部分布和局部标本方法。测试了松弛塔布形状的根部和水控能力的力学性能。结果表明:(1)在薄黄土中,松弛塔巴形格的根直径为0-6.5mm,根重密度和根长密度均匀分布,并且在每个土壤层中的增加的直径增加。在厚厚的黄土中,根直径在0-3.5mm之间,根重密度和根长度密度最大的深层土壤层。在土岩混合物中,根直径和根部重量密度和根长密度的范围是最小的,根部倾向于在表面土壤中发育。 (2)测试的根直径从1.49到3.31mm的测试,拉伸力随着电力函数的增加而增加,随着功率功能水平的直径增加,拉伸强度降低。根应力 - 应变曲线显示单峰曲线,具有弹性塑料的特性。 (3)凋落物的储水速度随着功率函数的侧升水而增加,三种填充底物含有显着差异(P <0.05)。填海基材对根部分布和土壤增强有很大影响。

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