土地价格评估理论与方法的研究

本文以模糊数学的基本原理为基础运用比较法，建立了土地价格的模糊评估模型，实现了土地价格评估的自动化。     

模糊综合法在土地定级中的应用

提出了融模糊综合评判和模糊聚类分析于一体的模糊综合法，给出了将特尔菲法与层次分析法相结合的定权步骤以及与λ无关的聚类分析步骤。应用表明，该方法定级结果唯一且符合实际     

A two-dimensional fuzzy random model of soil pore structure

A new conceptual model for soil poresolid structure is formalized. Soil poresolid structure is proposed to comprise spatially abutting elements each with a value which is its membership to the fuzzy set “pore, ” termed porosity. These values have a range between zero (all solid) and unity (all pore). Images are used to represent structures in which the elements are pixels and the value of each is a porosity. Twodimensional random fields are generated by allocating each pixel a porosity by independently sampling a statistical distribution. These random fields are reorganized into other poresolid structural types by selecting parent points which have a specified local region of influence. Pixels of larger or smaller porosity are aggregated about the parent points and within the region of interest by controlled swapping of pixels in the image. This creates local regions of homogeneity within the random field. This is similar to the process known as simulated annealing. The resulting structures are characterized using one and twodimensional variograms and functions describing their connectivity. A variety of examples of structures created by the model is presented and compared. Extension to three dimensions presents no theoretical difficulties and is currently under development.     

Assessment and zonation of regional crustal stability in and around the dam region of the Three Gorges Project on the Yangtze River

 The scale of the Three Georges Project (TGP) on the Yangtze River ensures that it will have enormous social and economic consequences. Determining the safety of the TGP is an essential consideration, and conducting the assessment and zonation of regional crustal stability has a crucial role in determining the success or failure of the TGP in the future. In this paper, the assessment of regional crustal stability, places much emphasis on tectonic stability and the stability of partial foundations (rock and soil masses) and surface slopes (which include landslides, collapses, etc.) related to fracture activity is also taken into consideration. The evaluation and zonation of regional crustal stability was conducted on two scales and scopes: the dam region and the vicinity of the TGP (about 310 000 km²), and the dam region of the TGP (about 30 000 km²). On the basis of tectonic zonation and present crustal stress field analysis, fuzzy mathematics was used to perform quantitative and comprehensive evaluations of crustal stability, and then the zonation of crustal stability in the study region, combined with a theoretical geological study, was made. The results of the assessment and zonation of the crustal stability can be summarized as follows: (1) the general crustal stability of the dam region is in a less stable-stable state and the Sandouping dam site is on a relatively stable landmass; and (2) the Sandouping dam site is on an ancient integrated granite body belonging to a stable (I) landmass. Therefore, from the view of assessment and zonation of regional crustal stability, a large-scale hydropower station can be constructed at Sandouping. Received: 8 September 1995 · Accepted: 25 February 1997     

塘沽18井多种地下流体前兆异常的综合识别与分析

分别使用模糊识别法、统计识别法及速率识别法对塘沽１８号井天然气逸出量、溢油量和水位三项肖净观测数据进行综合分析处理，识别出震中距５００Ｋｍ范围内Ｍｓ≥４．５级地震前的中短期前兆异常，并对异常特征进行了综合分析，得出了相应的经验关系式。据对已发生的地震样本进行统计检验的结果，中期或短期映震率可达８０％以上。结果表明，利用单井多项前兆对比观测可提高地震综合预报的能力，并为前兆机理及地震孕育过程的研究提     

公路桥区域性震害预测

地震区桥址地基失效或岸坡失稳，对于桥梁的震害程度有明显的影响。本文基于这一特点，将历史地震桥梁震害资料，依据无液化场地及可液化场地或岸坡失稳的影响，分别以几个主要灾害影响因素对应于不同震害程度进行数理统计，并应用模糊数学方法，综合评判在未来地震中大面积范围桥梁可能出现的震害状态，它对于地震区部署桥梁的抗震防灾工作有着重要的现实意义。     

岩土工程随机—模糊可靠度的概念和方法

岩体最基本属性之一是其力学性质的随机——模糊性。针对这种情况,本文分析了岩土工程随机可靠度理论面临的问题,提出了岩土工程随机——模糊可靠度的概念和计算方法。这种方法将模糊数学原理引入确定性分析,实现模——精结合,既充分考虑了岩石的客观属性,又满足了对工程稳定性定量评价的需要。     

Imprecise (fuzzy) information in geostatistics

A methodology based on fuzzy set theory for the utilization of imprecise data in geostatistics is presented. A common problem preventing a broader use of geostatistics has been the insufficient amount of accurate measurement data. In certain cases, additional but uncertain (soft) information is available and can be encoded as subjective probabilities, and then the soft kriging method can be applied (Journel, 1986). In other cases, a fuzzy encoding of soft information may be more realistic and simplify the numerical calculations. Imprecise (fuzzy) spatial information on the possible variogram is integrated into a single variogram which is used in a fuzzy kriging procedure. The overall uncertainty of prediction is represented by the estimation variance and the calculated membership function for each kriged point. The methodology is applied to the permeability prediction of a soil liner for hazardous waste containment. The available number of hard measurement data (20) was not enough for a classical geostatistical analysis. An additional 20 soft data made it possible to prepare kriged contour maps using the fuzzy geostatistical procedure.This paper was presented at MGUS 87 Conference, Redwood City, California, 14 April 1987.