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Stochastic Medium Model of Ground Surface Movements due to Foundation Excavation

机译:由于基础挖掘导致地面运动的随机介质模型

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Stochastic medium model belongs to in-continuous medium theory. Open-pit slope and the slope are important excavation project that human utilize nature. In this paper, stochastic medium model was used in the foundation pit engineering ground surface movements. The adjacent ground surface movement and deformation due to dewatering and around body losing cross bloster is analyzed. Since any excavation will cause the surrounding surface movement and deformation, however, any ground and underground construction (structures) have certain structural strength, which has a certain resistance to the ground displacement and deformation capacity [1]. If the deformation of the ground is expected that the results were less than the maximum permitted Level protection of building structures deformation value, the building structures will not change significantly damage, or can be made by a simple process and does not affect the normal use; if the deformation of the ground the results are expected to exceed the maximum allowable Level protection of building structures deformation value, you can take the reinforcement of building structures, pre-reinforcement measures or adjust excavation programs to achieve conservation purposes. People study model of surface movement and deformation is caused by excavation, especially from the gravity stress research underground coal mining began from underground mines. In China, the study of surface coal movement law has made considerable progress in the establishment based on probability integration method, negative exponential function method and the typical curve of surface deformation prediction methodology. Which is particularly widespread application of probability integration method, which greatly promoted the development of the cause of the "three under mining," and China's entry into the list of international advanced in this area, [2, 3, 4, 5].
机译:随机介质模型属于连续的中理论。露天坡和斜坡是人类利用自然的重要开挖项目。本文采用了随机介质模型在基坑工程地面运动中使用。分析了由于脱水和体内损失十字升降裤引起的相邻地面运动和变形。然而,由于任何挖掘将导致周围的表面运动和变形,因此任何地面和地下结构(结构)都具有一定的结构强度,其具有对地面位移和变形容量的一定的抵抗力[1]。如果地面的变形预期,结果小于建筑结构变形值的最大允许水平保护,建筑结构不会发生显着损坏,或者可以通过简单的过程制作,不影响正常使用;如果地面的变形,结果预计将超过建筑结构变形值的最大允许水平保护,可以掌握建筑结构,预加固措施或调整挖掘计划以实现保护目的。人们学习表面运动和变形的模型是由挖掘引起的,特别是从重力应力研究地下煤矿开始从地下矿山开始。在中国,基于概率一体化方法,负指数函数法和表面变形预测方法的典型曲线,对地面煤炭运动法的研究取得了相当大的进展。这尤其广泛应用了概率整合方法,这大大促进了“三个矿业下的三”和中国进入该地区的国际先进名单的发展,[2,3,4,5]。

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