提高中深斜井通风效果的技术措施

针对目前中深斜井通风存在的问题，在风筒接头，风筒节长，风筒直径，风筒的布置及修补等方面作了阐述了，并对改进前，后系统的送风效果进行比较。     

“入世“给地质勘查业带来的机遇与挑战

我国"入世"后,外国跨国公司必然会进入我国的地质市场.对比,本文指出了国内地勘单位与跨国公司相比,在技术力量、资本和管理水平等方面存在的问题,以及它们的介入所带来的不利影响和机遇,针对这些问题提出了具体的对策及所采取的措施.     

西部旅游资源的赋存环境及分类

西部地区资源原生多样,成景岩石种类繁多,面积大、分布广,由于聚居多元民族,历史文化多元、前进轨迹多元、遗留习俗多元,但经济发展相对滞后,生态环境相对脆弱,在西部进行旅游开发,就必须对西部主体旅游资源进行分类。分析表明,西部地区旅游资源数量多,品位高,垄断性强。西部地区拥有全国统计的6类74种旅游资源;丝绸之路、长江三峡、桂林山水、路南石林、西安兵马俑、喜马拉雅山等,不仅是世界级精品,而且是极品。据初步评价,西部地区已开发的旅游资源大约是其资源总量的1 7,西部大开发,旅游资源的开发有很大优势。     

建筑基坑土钉支护时机探讨

本文采用FLAC软件，通过建筑物基坑随开挖深度增加而变形的模拟，得出基坑每一阶段开挖及土钉支护条件下的位移发展演变规律，跟踪最大不平衡力变量的变化提出了最佳土钉支护时机。     

在改革中求发展--《干旱气象》改革的基本思路与措施

以《甘肃气象》改为《干旱气象》后所采取的一系列思路和措施为重点,论述了由技术类期刊向学术类期刊发展的过程和改刊后的成果以及所存在的问题,提出了以干旱气象为中心,将期刊办出特色、办出新意的理念,同时也对该刊今后的努力方向提出要求。     

Local configuration measures for categorical spatial data: binary regular lattices

This paper examines the utility of a number of pattern measures for local exploratory analysis of binary spatial data. Based on a review of existing pattern measures in cartography, geography, image analysis, and landscape ecology, two fundamental classes of such measures, termed compositional and configurational, are identified. The paper focuses on configurational measures and it is suggested that as many as five such measures (join counts, patch numbers, patch sizes, patch proximity, and distribution of the classes relative to the focal cell of the window) are required to differentiate between all possible local categorical maps. This suggestion is explored by examining aspects of the statistical behaviour (probability distributions and correlations between extreme values of pairs of measures) of a set of 12 configurational measures. Their use is also demonstrated by means of an empirical example.     

Correlation study between ground motion intensity measure parameters and deformation demands for bilinear SDOF systems

The correlation between ground motion intensity measures （IM） and single-degree-of-freedom （SDOF） deformation demands is described in this study. Peak ground acceleration （APG）, peak ground velocity （VPG）, peak ground displacement （DPG）, spectral acceleration at the first-mode period of vibration [As（T1）] and ratio of VPG to APG are used as IM parameters, and the correlation is characterized by correlation coefficients p. The numerical results obtained by nonlinear dynamic analyses have shown good correlation between As（T1） or VPG and deformation demands. Furthermore, the effect of As（T1） and VPG as IM on the dispersion of the mean value of deformation demands is also investigated for SDOF systems with three different periods T=0.3 s, 1.0 s, 3.0 s respectively.     

Relationships between three dispersion measures used in flood frequency analysis

Three dispersion measures of a random variable, i.e., the standard deviation, the mean deviation (MD) about the mean and the second L-moment, are analyzed in terms of their properties and mutual relationships. Emphasis is placed on the MD, as it is less recognized than two other dispersion measures. The relationships between the dispersion measures are derived for distributions commonly applied in flood frequency analysis (FFA). For distributions that are unbounded, there is a distribution-dependent constant value of the ratio of dispersion measures, or equivalently of respective coefficients of variation. For two-parameter distributions that are lower-bounded, the relationship between the coefficients of variation is also distribution dependent and is not linear. For lower-bounded three-parameter distributions, the dispersion measure ratios, or equivalently the ratios of coefficients of variation, depend on the coefficient of skewness and show a strong distributional dependence. For selected distributions, the three dispersion measures are compared both in terms of the robustness to the largest samples element and the accuracy of upper quantile estimation. The MD statistics may be highly competitive to the two other dispersion measure statistics if applied in FFA for parameters estimation.     

东海大桥大乌龟近岛段的工程地质施工勘察

通过对东海大桥大乌龟近岛段的施工勘察过程的介绍,总结了对于大型工程勘察项目中的施工技术与组织管理方面的经验与体会。     

天津市堆山造景工程地基稳定监测与防治

堆山造景工程是一项利用建筑渣土,在坑塘上进行堆载的市政工程。通过对堆山造景工程的工程地质条件分析,结合工程设计、施工工期等条件,提出了清理淤泥、设置反压平台、排水、控制堆填速率等促进地基稳定的防治措施。利用孔隙水压力监测、侧向位移监测及分层沉降监测等原位监测数据,以复合型法进行反演力学计算参数,并将反演结果用于该工程地基稳定性的模拟,以指导后期工程以及类似工程的建设。