膨脹土人工灌渠改造的邊坡穩(wěn)定性分析研究
[Abstract]:Hefei's current urban water supply comes from the Pishihang irrigation canal, but with the growth of the city's economy and the formation of a network of transport systems, the population of Hefei is bound to maintain a steady growth in the next few years. In 2013, In order to meet and guarantee the demand of water supply in Hefei city, Hefei has replenished water from Pishihang irrigation canal many times. It can be predicted that in the next few years, the original artificial irrigation canals may not be able to meet the increasing needs of the urban population for water supply, so it is very possible to reform the original artificial irrigation canals. During the construction and use of the Pishihang Irrigation Canal, there are many landslides in the main canal, and through the field investigation, it is found that the landslide fractured soil is mostly expansive soil. Expansive soil is an extremely complex problem soil. Based on the landslide of Pishihang Irrigation Canal, the slope stability of artificial irrigation canal is analyzed and studied in this paper. Based on the basic principle of the finite element strength reduction method, this paper uses Midas/GTS software as the analysis tool, takes the field irrigation canal landslide as the engineering background, and reconstructs the irrigation canal from two aspects of width and depth. The slope stability analysis of artificial irrigation canal reconstruction of expansive soil is carried out.
【學(xué)位授予單位】:合肥工業(yè)大學(xué)
【學(xué)位級(jí)別】:碩士
【學(xué)位授予年份】:2014
【分類號(hào)】:TV672;TV223
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