山西土石山区草本植物固土力学性能研究
[Abstract]:Based on the theory of material mechanics, soil mechanics, elastoplastic mechanics, soil and water conservation, mathematics and plant community science, the technical route of combining field test with laboratory test, experimental measurement and theoretical analysis is combined, and the sample investigation and important value analysis of herbaceous plants in Northwest Mountain Area of Taiyuan, Shanxi Province are investigated and studied. The root morphology distribution and tensile test of three species of vetiver, ryegrass and ryegrass, which were of higher value, were studied. Through the morphological distribution test, the change of the root cross section with depth and the distribution of root number in different diameter segments with the depth were analyzed and analyzed by the tensile test. The relationship between the maximum tensile strength, tensile strength and modulus of tensile strength and modulus of roots, the diameter of plant root and the distance of the root, and so on. The data were processed with relevant mathematical statistics to analyze the visual and potential significance of the data. At the same time, the cohesive force was calculated by two parameters of the root area ratio and the average tensile strength of the root system, and the Wu's model was used. In this paper, the results can provide a basis for forestry, soil and water conservation, soil retaining and protection of soil and ecological environment protection. This study involves Alternanthera sessilis and Trifolium Linn.. Ryegrass (Lolium perenne L.), Nutgrass Galingale, Convolvulus arvensis L., vetiver (Vetiveria zizanioides L.), Paspalum Paspalum, and houttuynia herb, are studied by important value method, by relative frequency and phase. Four indexes of density, aboveground and underground relative coverage were calculated. Among them, three plants with higher calculation results were ryegrass (29.79%), vetiver (20.19%) and paspalum (15.95%). The results of root distribution of the three plants showed that the roots of the three plants were roughly centered in the root neck and expanded to the ground in all directions, and thus expanded. The number of roots in the middle diameter range accounted for the majority, most of the roots of the three plants were distributed in the soil layer of 10-20cm depth, and the number of root systems in the soil layer with depth greater than 30cm was very few. The root and fine roots also decreased with the increase of the depth. Root length resistance studies showed that the root length was three. The maximum tensile strength of the plant increases with the increase of diameter, and the ultimate tensile strength decreases with the increase of root diameter, while the maximum tensile strength and ultimate tensile strength decrease with the increase of root length when the diameter is fixed, and the elastic modulus decreases with the increase of the standard distance, and three kinds of plant elasticity are in each range group. The relationship between the modulus and ryegrass of vetiver Vetiver was found. The average maximum tensile strength of three plant roots was: 16.258n (11.734n) of ryegrass (4.891n), and the average ultimate tensile strength was: 116.226mpa (50.839mpa) Vetiver (49.650mpa), and the average modulus of elasticity was 20.392mpa/ (20.392mpa/). Mm) Vetiver (3.257mpa/mm) ryegrass (3.245mpa/mm), the average cohesion is: Vetiver (6.790mpa) ryegrass (5.980mpa) paspalum (5.513mpa). This paper proves that the single root resistance of the plant is a very important factor for choosing the suitable soil protecting slope species; the root of the typical herbaceous plant in this mountainous area has a good tensile resistance. It is speculated that it can play an active role in the stability of shallow slope, and in the plants studied, it has the best ability to protect soil and soil slope, and it is the most suitable species for soil and water conservation.
【学位授予单位】:太原理工大学
【学位级别】:硕士
【学位授予年份】:2017
【分类号】:Q948
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