Mohamed H. Abu-Ali, Basuony El-Garhy, Ahmed Boraey, Wael S. Al-Rashed, Hassan Abdel-Daiem
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引用次数: 0
Abstract
A stiffened raft is considered one of the efficient foundation systems for lightweight structures resting on expansive soils. Most existing design methods of stiffened rafts require an analysis of the interaction between the raft and the distorted mound shape of the expansive soil. In most design methods, the distorted mound shape is represented in 2D by the edge distance and the maximum differential movement through a nonlinear equation. This study presents a rational method for estimating the climate-controlled soil parameters that are used for estimating the 3D distorted mound shape of the expansive soil from the routine geotechnical tests’ results. These parameters include the equilibrium soil suction, the amplitude of surface suction change, the diffusion coefficient of the soil, the suction compression index, and the active zone depth. The proposed method is explained through its application to calculate the climate-controlled parameters for expansive soils in different locations throughout Saudi Arabia. A parametric study is carried out using a suction diffusion and soil movements program called SUCH to investigate the effect of the climate-controlled soil parameters and raft dimensions on the shape of the distorted mound, maximum differential movement, and edge moisture variation distance. The results of the parametric study are used in a regression analysis to develop an equation for estimating the edge moisture variation distance, which is considered a major barrier to using existing design methods of stiffened rafts as a function of the climate-controlled soil parameters and the aspect ratio of the raft. The findings indicate that the aspect ratio of the raft and the climate-controlled soil parameters have a significant effect on the shape of the distorted mound, its maximum differential movement, and its edge moisture variation distance. Additionally, the proposed equation of the edge moisture variation distance predicts comparable values to that estimated by the program SUCH.
加劲筏被认为是在膨胀土上建造轻型结构的有效地基系统之一。加劲筏的现有设计方法大多需要分析筏与膨胀土的变形土墩之间的相互作用。在大多数设计方法中,扭曲的土墩形状是通过非线性方程用边缘距离和最大差动来表示的。本研究提出了一种估算气候控制土参数的合理方法,这些参数用于从常规土工试验结果中估算膨胀土的三维扭曲土堆形状。这些参数包括平衡土壤吸力、表面吸力变化幅度、土壤扩散系数、吸力压缩指数和活动区深度。通过应用该方法计算沙特阿拉伯不同地区膨胀性土壤的气候控制参数,对所提出的方法进行了解释。使用名为 SUCH 的吸力扩散和土壤运动程序进行了参数研究,以调查气候控制土壤参数和筏尺寸对变形土丘形状、最大差动和边缘湿度变化距离的影响。参数研究的结果被用于回归分析,以建立一个估算边缘湿度变化距离的方程,而边缘湿度变化距离被认为是使用现有加劲筏设计方法的主要障碍,是气候控制土壤参数和筏的长宽比的函数。研究结果表明,筏的长宽比和气候控制土壤参数对变形土丘的形状、最大位移差和边缘湿度变化距离有显著影响。此外,所提出的边缘湿度变化距离方程预测值与 SUCH 程序估计值相当。
期刊介绍:
Advances in Civil Engineering publishes papers in all areas of civil engineering. The journal welcomes submissions across a range of disciplines, and publishes both theoretical and practical studies. Contributions from academia and from industry are equally encouraged.
Subject areas include (but are by no means limited to):
-Structural mechanics and engineering-
Structural design and construction management-
Structural analysis and computational mechanics-
Construction technology and implementation-
Construction materials design and engineering-
Highway and transport engineering-
Bridge and tunnel engineering-
Municipal and urban engineering-
Coastal, harbour and offshore engineering--
Geotechnical and earthquake engineering
Engineering for water, waste, energy, and environmental applications-
Hydraulic engineering and fluid mechanics-
Surveying, monitoring, and control systems in construction-
Health and safety in a civil engineering setting.
Advances in Civil Engineering also publishes focused review articles that examine the state of the art, identify emerging trends, and suggest future directions for developing fields.