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A method predicting pumping-induced ground settlement using back-analysis and its application in the Karla region of Greece

机译:一种预测泵浦诱导的地面沉降使用背部分析及其在希腊卡拉地区的应用

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摘要

In many arid planar regions of the world, ground subsidence induced by the lowering of the water table line due to pumping has recently caused damage to houses and other overlying structures. The depth of the water table lowering is usually tens of meters, the depth of the underlying soil layers may be hundreds of meters, and the region where the lowering is applied may extend tens of square kilometers. In this aspect, the problem under consideration differs drastically from other geotechnical engineering problems and the application of the physical models may have the serious deficiency that required geotechnical information may be incomplete and very costly to obtain: The change in water table variation and the depth of rock are usually known from results of pumping borings and geophysical investigations, but the location, width, compressibility and consolidation characteristics of the clay layers, are usually not known. New space technologies, such as the phase shifting interferometry radar method, provide cost-effective measurements of past displacement data. Based on past displacement measurements, an alternative approach is proposed to predict ground subsidence induced by the lowering of the water table. In particular, the work derives a simplified equation and corresponding methodology which predicts ground subsidence in terms of water table history, based primarily on data of past ground subsidence. This equation was derived and validated based on a state-of-the-art proposed model predicting one-dimensional ground subsidence induced by water level lowering in planar regions. Based on the derived simplified expression, a method predicting the risk at the built environment due to future ground subsidence induced by water level lowering was proposed and applied successfully in a well-documented case study of ground subsidence: the Niki village at Thessaly, Greece.
机译:在世界上的许多干旱平面区域,由于泵送导致的水台线降低引起的地面沉降导致房屋和其他覆盖结构损坏。水表降低的深度通常是几十米,下面的土壤层的深度可以是数百米的深度,并且施加降低的区域可以延长几千平方公里。在这方面,所考虑的问题与其他岩土工程问题的问题不同,物理模型的应用可能具有所需的岩土信息的严重缺陷可能是不完整的并且非常昂贵,以获得:水表变化和深度的变化岩石通常从泵浦钻孔和地球物理研究的结果中熟知,但粘土层的位置,宽度,可压缩性和固结特性通常不知道。新的空间技术,例如相移干涉测量雷达方法,提供了过去位移数据的经济有效测量。基于过去的位移测量,提出了一种替代方法来预测水表降低引起的地面沉降。特别地,该工作衍生一种简化的方程和相应的方法,其主要基于过去地面沉降数据的水位历史来预测地面沉降。基于预测平面区域中的水位诱导的一维地下沉降的最新建议模型来得出和验证该等式。基于所衍生的简化表达,提出了一种预测由于水位降低的未来地下沉降导致建造环境风险的方法,并成功地应用了对地面沉降的精心记录案例研究:希腊塞尼基的Niki村庄。

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