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工程地质问题的影响因素多而复杂,兼有定性和定量指标,要精确地进行量化极其困难。数量化理论提供了将定性数据和定量数据进行量化进而建立预测评价模型的方法,为工程地质问题分析提供了便利。本文论述了数量化理论原理及其发展概况,综述了数量化理论在工程地质领域的应用现状,数量化理论在该领域的应用主要集中在影响因素的识别和提取、建立工程地质预测评价模型、地质因素的判别分析、相关性分析等方面。文章根据实际应用中遇到的问题分析了数量化理论的局限性:区域间的迁移性、评价的后验性以及指标选取的科学性,并针对性的提出两种处理方法:(1)对大量样本进行部分细致的工程评价,建立与评价对象符合的模型,利用模型进行快速评价; (2)根据大量不同类别样本建立的不同模型,实际应用时根据实际样本情况,选取针对性的计算模型对地质模型进行评价。最后,本文结合工程地质发展趋势,以及各种方法手段的引入介绍,论述了数量化理论在工程地质领域的应用前景。 相似文献
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This paper concerns efficient uncertainty quantification techniques in inverse problems for Richards’ equation which use coarse-scale simulation models. We consider the problem of determining saturated hydraulic conductivity fields conditioned to some integrated response. We use a stochastic parameterization of the saturated hydraulic conductivity and sample using Markov chain Monte Carlo methods (MCMC). The main advantage of the method presented in this paper is the use of multiscale methods within an MCMC method based on Langevin diffusion. Additionally, we discuss techniques to combine multiscale methods with stochastic solution techniques, specifically sparse grid collocation methods. We show that the proposed algorithms dramatically reduce the computational cost associated with traditional Langevin MCMC methods while providing similar sampling performance. 相似文献
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本文把数量化理论Ⅲ与Q-型非线性映射在机地结合在一起,定义了一种新的数学模型-QN-模型。详细地介绍了该模型的基本原理和计算步骤,给出了模型在覆盖区资源靶区以预测中应用的实例。 相似文献
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The soil water retention function is needed for modeling multiphase flow in porous media. Traditional techniques for measuring the soil water retention function, such as the hanging water column or pressure cell methods, yield average water retention data which have to be modeled using inverse procedures to extract relevant point parameters. In this study, we have developed a technique for directly measuring multiple point (pixel-scale) water retention curves for a repacked sand material using 2-D neutron radiography. Neutron radiographic images were obtained under quasi-equilibrium conditions at nine imposed basal matric potentials during monotonic drying of Flint sand at the High Flux Isotope Reactor (HFIR) Cold Guide (CG) 1D beamline at Oak Ridge National Laboratory. All of the images were normalized with respect to an image of the oven dry sand column. Volumetric water contents were computed on a pixel by pixel basis using an empirical calibration equation after taking into account beam hardening and geometric corrections. Corresponding matric potentials were calculated from the imposed basal matric potential and pixel elevations. Volumetric water content and matric potential data pairs corresponding to 120 selected pixels were used to construct 120 point water retention curves. Each curve was fitted to the Brooks and Corey equation using segmented non-linear regression in SAS. A 98.5% convergence rate was achieved resulting in 115 estimates of the four Brooks and Corey parameters. A single Brooks and Corey point water retention function was constructed for Flint sand using the median values of these parameter estimates. This curve corresponded closely with the point Brooks and Corey function inversely extracted from the average water retention data using TrueCell. Forward numerical simulations performed using HYDRUS 1-D showed that the cumulative outflows predicted using the point Brooks and Corey functions from both the direct (neutron radiography) and inverse (TrueCell) methods were in good agreement with independent measurements of cumulative outflow determined with a transducer. Our results indicate that neutron radiography can be used to quantify the point water retention curve of homogeneous mineral particles. Further research will be needed to extend this approach to more heterogeneous porous media. 相似文献
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The paper provides a comprehensive review on rock joint roughness measurement and quantification procedures. Superiority of fractal based methods over JRC, statistical parameters and statistical functions in quantifying roughness is discussed in the paper. Two of the best fractal based methodologies available in the literature, the modified 2-D divider and variogram methods, are used to quantify natural rock joint roughness in 3-D and 2-D, respectively. The capability of these two methods in accurate quantification of natural rock joint roughness is shown in the paper by applying the procedures to four natural rock joints. A good comparison has been obtained from the values obtained through the two methods. Both these methodologies have two parameters to capture the stationary roughness. The fractal dimension captures the spatial auto correlation of roughness; the other parameter captures the amplitude of roughness. Anisotropic roughness has been studied by applying two other methodologies: (a) a triangular plate methodology and (b) a light source methodology to the same four natural rock joints. A reasonably good comparison has been obtained through the results of these two methodologies. All four roughness quantification methodologies can be applied to any size of sample covering from laboratory to field scales. The results of the triangular plate and light source methodologies provided possible sliding direction values (under the gravitational loading) close to that reported in the literature for the rough discontinuity planes used in the study. 相似文献
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This study introduces a method to quantify the scenic value of wetland landscapes and provides the guidance on the allocation of efforts for the purpose of preserving the most important environments.Dongting Lake,a traditional tourist location,is one of the five largest freshwater lakes in China and a Grade 5A National Scenic Region. This study objectively analyzes the scenic resources of South Dongting Lake,and presents a model based on Quantification TheoryⅠto assess wetland scenic landscapes.Employing a multilinear regression relationship between land-scape factors and their associated scenic value,we built up the Wetland Landscape Quantification Model(WLQM), which was used to classify 221 landscapes into five grades.Finally,some suggestions are proposed regarding quantitative assessment and its use for the sustainable development of wetland environments. 相似文献
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Matthieu?AngeliEmail author Jean-Philippe?Bigas David?Benavente Beatriz?Menéndez Ronan?Hébert Christian?David 《Environmental Geology》2007,52(2):205-213
The objective of this study is to understand and predict the alteration of porous rock by crystallization of salts. Samples
of different rocks have been tested according to the EN 12370 standard test. Two parameters are proposed to evaluate the alteration
of a rock during these tests. The alteration index AI represents the cycle in which the first damages occur. The alteration
velocity AV represents the alteration rate at the end of the experiment, when the decay has become regular. These parameters
can be estimated with the help of a microstructural study of the rocks. The most relevant intrinsic parameters of the stones
for this estimation are capillary coefficient, evaporation coefficient, tensile strength and P-waves velocity. An evaluation
of the alteration pattern is also proposed depending on the eventual heterogeneities and anisotropies of the rocks. The influence
of the dimension and shape of the samples is also discussed. 相似文献
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