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Spatial modeling of discontinuous geologic attributes with geotechnical applications

机译:不连续地质属性的空间建模与岩土工程应用

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Geologic data obtained by drilling investigations, field measurements, and laboratory tests are irregularly distributed with respect to location both horizontally and vertically. Spatial discontinuities impact soil classification, hydraulic conductivity, and chemical content. In this study, a three-dimensional modeling method, which combines the optimization principle method and a stochastic simulation method, was developed (OPTSIM). This method consists of three steps: the transformation of geologic attributes into binary (0 or 1) under certain thresholds, the three-dimensional interpolation of these transformed binary data, and the construction of conditional cumulative distribution functions (CCDF) by repeatedly changing the threshold and interpolation analysis. The Monte Carlo method was then used to inversely determine the attributes from the constructed CCDFs. Three types of attribute expressed by value, code, and class were examined. The OPTSIM was applied to spatial modeling of geotechnical structures in the Kumamoto plain, southwest Japan, using two kinds of data, lithologic units and physical soil properties. Resistivity data obtained by electric logging and the locations of screens were linked to geologic distribution. The constructed model contributed to the location of chief aquifers and estimates of amount of shallow groundwater. A combination of granular composition, TV value, and water content was examined. Transgression and regression patterns following the last glacial stage were also inferred through this analysis. In both applications, discontinuities in lithologic units and soil properties resulting from fault movements and sea-level changes were successfully expressed in the distribution models.
机译:通过钻探调查,现场测量和实验室测试获得的地质数据相对于水平和垂直位置均呈不规则分布。空间不连续性会影响土壤分类,水力传导率和化学含量。在这项研究中,开发了一种将优化原理方法和随机仿真方法相结合的三维建模方法(OPTSIM)。该方法包括三个步骤:在特定阈值下将地质属性转换为二进制(0或1),对这些转换后的二进制数据进行三维插值,并通过反复更改阈值来构造条件累积分布函数(CCDF)和插值分析。然后,使用蒙特卡洛方法从构造的CCDF中逆向确定属性。检查了由值,代码和类表示的三种类型的属性。利用两种数据,岩性单位和物理土壤特性,将OPTSIM应用于日本西南部熊本平原的岩土结构空间建模。通过电测井获得的电阻率数据和筛网的位置与地质分布有关。构造的模型有助于主要含水层的位置和浅层地下水量的估计。检查了颗粒组成,TV值和水含量的组合。通过该分析还可以推断出末次冰期之后的海侵和回归模式。在这两种应用中,由断层运动和海平面变化引起的岩性单位和土壤性质的不连续性都可以在分布模型中成功表达。

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