黃土路基加州承載比與回彈模量關(guān)系的研究
[Abstract]:In order to study the relationship between the California bearing ratio (CBR) of roadbed and the modulus of resilience (E0) of roadbed in loess region of Shanxi Province, the physical properties of nine typical soil samples in Shanxi Province, such as liquid-plastic limit, specific gravity and particle analysis, are tested in this paper. It is concluded that the soil quality of Shanxi loess area is poor gradation and silt is the main soil. On this basis, three typical sections of Shanxi Province (Shanping High Speed Test Section, Guangyuan High-Speed Test Section, River High-speed Test Section) were selected to carry out field CBR and resilient modulus tests, and the results were summarized and studied. The relationships among CBR, compactness K and water content w in typical loess area of Shanxi Province are obtained. Finally, the effects of loess composition, moisture content, soaking time and forming method on CBR are analyzed. The results show that the modulus of springback, soaking CBR and non-soaking CBR all increase with the increase of loess compactness. Under certain moisture content, the springback modulus decreases with the increase of moisture content, while the dry CBR decreases with the increase of moisture content, and the CBR decreases with the increase of moisture content, and then increases with the increase of moisture content. In the experiment of hydrostatic molding, the content of CBR decreased firstly and then increased according to the increase of water content.
【學(xué)位授予單位】:長(zhǎng)安大學(xué)
【學(xué)位級(jí)別】:碩士
【學(xué)位授予年份】:2015
【分類(lèi)號(hào)】:U416.1
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