范文编号:TM139 范文字数:20813,页数:59 附任务书,开题报告,文献综述,外文翻译 摘 要: 本文首先阐述了粘性土的不排水抗剪强度特性和变化规律,对挡土墙土压力计算的有关理论进行综述,并引用前人的研究,对有效固结应力法进行了概述,提出利用有效固结应力法计算挡土墙土压力的计算方法和计算公式。然后结合具体的工程算例将有效固结应力法应用于挡土墙两侧土压力的计算中。在EXCEL表格中,对同一工程实例使用有效固结应力法、Rankine-Bell水土合算法和Rankine-Bell水土分算法分别计算挡土墙的土压力。最后,根据EXCEL表格计算得到的结果,画出三种方法计算得到挡土墙土压力受力图,包括主动土压力和被动土压力受力图,并对不同的计算结果画出直方图进行对比分析。结果表明:有效固结应力法算得的土压力值均小于其他两种方法,三种方法计算的主动土压力相差较大,特别是有效固结应力法和Rankine-Bell水土分算法算得的值,后者是前者的2倍多,而三种方法计算的被动土压力相差较小。 关键词:有效固结应力法;挡土墙;主动土压力;被动土压力;水土合算;水土分算; Calculation Abstract:In this paper, the undrained shear strength of cohesive soil characteristics and variation of earth pressure on retaining wall of the theory are reviewed, citing previous studies, the effective consolidation stress method are outlined, proposes to use effective consolidation stress method the calculation of earth pressure on retaining wall and formulas. Then combined with the specific engineering examples ,the effective consolidation stress method is applied to earth pressure of retaining walls on both sides of the calculation. In the EXCEL table, on the same engineering examples, using effective consolidation stress method, Rankine-Bell Combined Calculation of Water and Soil Pressure method and Rankine-Bell Separate Calculation of Water and Soil Pressure method respectively calculation of retaining of earth pressure. Finally, according to the results obtained EXCEL spreadsheet, draw three ways to calculate the earth pressure on retaining wall by the attempt, including the active earth pressure and passive earth pressure by trying to, and draw the histogram of the different results were compared. The results showed: calculated by the effective stress method of soil consolidation pressures were less than the other two methods, three methods to calculate the active earth pressure difference is higher, especially the effective consolidation stress law and the Rankine-Bell algorithm is considered as the value of the land and water points , which is 2 times more than the former, while the three methods to calculate the passive earth pressure is negligible.
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