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Volume change behavior of clay soils and the effect on discrete fractures.

机译:粘土的体积变化行为及其对离散裂缝的影响。

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This study examines the behavior of subsurface fractures in fine-grained soils such as clays in response to changing environmental conditions. Fractures serve as conduits for moisture transfer, which can lead to substantial shrinking and swelling of the surrounding fracture boundary soils. These volume changes, in turn, affect fracture geometry and moisture transmission rates. A new predictive model, termed the ‘Fracture Volume Change Model’ (FVC Model), has been developed to relate moisture transfer, soil volume change and associated changes in fracture aperture. The model assumes a discrete horizontal fracture in a laterally-infinite, saturated, expansive clay with rigid, outer no-flow boundaries and an inner flexible yielding boundary along the fracture. The FVC Model is based on the one-dimensional diffusion equation, which is solved analytically for both constant moisture and constant flux fracture boundary conditions. Changes in fracture aperture are predicted assuming normal shrinkage and either isotropic or anisotropic volume change. The model is expandable to bulk scale analysis of geologic formations with multiple stacked fractures.; The model was validated and calibrated in the laboratory using a custom-fabricated horizontal infiltrometer device. Tests were conducted on a problematic clay soil from Fairfax County, Virginia, belonging to the southern montmorillonite facies of the Potomac Formation. Moisture content was varied from 17% to 33% by forcing air through an artificially created discrete fracture. Moisture changes in the fracture boundary soils caused the effective fracture aperture to fluctuate from near closure to 0.031 in. (0.79 mm). Upon application of excess moisture, it was not possible to effect full closure of the fracture. Moisture values predicted with the FVC Model demonstrated good agreement with the laboratory data, deviating 6% on average. Predictions of fracture aperture were generally overestimated. The model confirmed the dominance of internal hydraulic properties of the soil matrix over evaporation or infiltration mechanisms. The model was also used to predict soil desiccation rates for an environmental remediation project in an expansive clay in Santa Clara, California. Model application to agriculture, geotechnical engineering, and resource geology is also described.
机译:这项研究研究了在细颗粒土壤(如粘土)中地下裂缝的行为,以应对不断变化的环境条件。裂缝充当水分传输的渠道,这可能导致周围裂缝边界土壤大量收缩和膨胀。这些体积的变化反过来会影响裂缝的几何形状和透湿率。已经开发了一种新的预测模型,称为“裂缝体积变化模型”(FVC模型),用于将水分转移,土壤体积变化以及相应的裂缝孔径变化联系起来。该模型假设在横向无限,饱和,膨胀黏土中存在离散的水平裂缝,该裂缝具有刚性的外部无流动边界和沿裂缝的内部柔性屈服边界。 FVC模型基于一维扩散方程,可针对恒定湿度和恒定通量裂缝边界条件进行解析求解。假设正常收缩以及各向同性或各向异性体积变化,则可以预测裂缝孔径的变化。该模型可扩展到具有多个堆叠裂缝的地质构造的整体规模分析。该模型已在实验室中使用定制的水平浸渗仪设备进行了验证和校准。在来自弗吉尼亚州费尔法克斯县的有问题的粘土上进行了测试,该粘土属于波托马克组的南部蒙脱石相。通过迫使空气通过人工产生的离散裂缝,使水分含量从17%变为33%。裂缝边界土壤中的水分变化导致有效裂缝孔径从接近闭合状态波动至0.031英寸(0.79毫米)。施加过量水分后,不可能完全闭合裂缝。 FVC模型预测的水分值与实验室数据显示出很好的一致性,平均偏差为6%。骨折口径的预测通常被高估了。该模型证实了土壤基质内部水力特性在蒸发或渗透机制上的优势。该模型还用于预测加利福尼亚圣塔克拉拉的膨胀黏土中的环境修复项目的土壤干燥速率。还介绍了模型在农业,岩土工程和资源地质中的应用。

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