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草地切根下根土复合体本构关系研究

Constitutive Relationship of Soil-Root Composite Based on Root-cutting of Grassland

  • 摘要: 为降低切根作业过程中的阻力,对不同盖度草地复合体的坚实度、容重、含水率、孔隙度、含根量、根系直径等物理特征及根系分布特征进行了数学统计分析;通过草地原状土及重塑土的三轴试验,对不同退化程度的草地复合体的本构关系进行了研究,并利用ABAQUS仿真软件验证了不同退化程度草地复合体的本构关系。结果表明,不同盖度草地复合体的物理特征及根系分布特征差异较大,盖度为30%~50%的退化草地物理状况最好;草地原状土试样的黏聚力、抗剪强度、弹性模量及割线模量均随草地退化程度的加剧而减小,切根刀对草地的剪切强度应大于243.03 kPa;仿真三轴试验与实际三轴试验所得偏应力极限值的相对误差均小于8%,所确定的本构参数可直接应用于草地土壤的数值建模。研究可为草地切根作业及切根刀的优化设计提供理论依据。

     

    Abstract: With the aim to reduce the resistance during root-cutting operation, the physical properties and root distribution characteristics of grasslands with different degradation degrees were analyzed by measuring the soil firmness, bulk density, water content, porosity, root content, and root diameter. The constitutive relationship of the grassland soil-root composite was studied through triaxial tests of the undisturbed soil of the grassland and the remolded soil. The constitutive relationship of grassland soil with different degradation degrees was verified by numerical simulation. It was found that the physical characteristics and root distribution characteristics of grasslands with different degradation degrees were quite different, and the physical condition of degraded grassland with coverage of 30%~50% was the best. The cohesion, shear strength, elastic modulus, and secant modulus of undisturbed grassland soil samples were decreased with the aggravation of grassland degradation, and the shear strength of root-cutters on grassland should be greater than 243.03 kPa. The relative error of the deviator stress limit value obtained by the simulated triaxial test and the actual triaxial test was less than 8%, and the triaxial test of grassland soil simulated by ABAQUS was reliable. The constitutive parameters can be directly applied to the numerical modeling of grassland soil. The research can provide a theoretical basis for grassland root-cutting operation and the optimal design of root cutter.

     

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