90年代我国区域经济合作政策效果分析

通过对90年代以来我国区域经济合作的具体实践进行总结和分析,论证分析我国推动地区经济技术合作政策的合理性和可行性。作者从明确中央政府和地方政府有关地区经济技术合作以及区域经济合作的政策目标出发,深入分析区域合作组织的合作动力机制及其实际进展,对区域经济合作取得的成果与当前区域合作中遇到的障碍和问题进行客观评价,并在此基础上提出有关政策建议。提出区域合作组织的发展只能对中央政府推动地区合作战略目标的实现作局部性贡献;总体而言,我国政府通过提倡地区经济技术合作来解决区域问题的国家地区协调发展战略目标的实现在一定阶段内缺少现实合理性。     

东沟特大型斑岩钼矿床的物化探找矿效果

对河南东沟钼矿床的区域物化探成果进行整理、研究,运用物化探资料循序渐进地揭示出钼矿床的空间分布规律。东沟特大型钼矿床的发现,不仅为我国的钼矿产业今后几十年的稳步发展将产生深远的影响,而且为在东秦岭—大别山钼成矿带进一步运用物化探作为充分必要手段,为寻找更多的钼矿资源提供了难得的成功经验。     

农村居民点用地整理适宜性的递阶模糊评价模型

针对目前农村居民点用地整理适宜性评价的多指标性问题，借鉴土地适宜性评价的模糊综合评判方法，提出了一种新的递阶模糊评价方法，并以武汉市黄陂区的部分乡镇为例进行了初步的应用研究，取得了较好的效果。     

对若干地震动包线函数的比较分析

对已经提出的四种经常使用的包线函数模型进行了评价,认为对于评价单峰点包线函数,除了要求形式简单以外,其优劣可以用函数对峰点位置和高峰隆起程度的控制能力作为标准。借助结构动力试验中阻尼比的确定方法,提出用平稳度指数来评价单峰点包线函数平缓程度。据此对四种包线函数的平稳度进行了分析,还对某些包线函数提出了一些改进。通过分析指出如果把“金井清谱”和“Penzien谱”等模型,看作是时间域中包线,这两个模型的调节能力都很强,而且比较方便,其中“Penzien谱”模型可以用来表示具有两个峰点的包线。文中的比较分析结果可以用于地震动包线函数选择和模拟。     

e-Learning在测绘专业教育中的应用研究

介绍e-Learning的概念及其体系结构,并在e-learning三层体系结构的基础上,结合测绘专业的教学需求,给出了e-Learning环境下测绘专业教学训练的系统设计及实现方案。     

南海珠江深水扇系统的微观内幕结构研究

本文首次探索在以二维地震资料为主的条件下开展深水扇系统的微观内幕研究。结果表明:在珠江口盆地白云凹陷中的南海珠江深水扇系统中能较好地由浅至深识别出多套地层(尤其是浅部地层)中存在的多种类型的深切谷、峡谷、水道,各有不同地质成因机制。能识别的典型扇体微观结构类型包括丘形体、席状体、水道化沉积及朵叶体等,往往分别指示某些特殊的沉积环境,并且最可能构成潜在的深水油气圈闭的良好储层。在二维地震资料条件下容易识别的深水扇系统微观内幕结构类型比较有限,在空间上追踪典型微观内幕结构也相对比较困难,但是若能全面认识区域构造及沉积背景,综合利用相关资料减少对地震反射结构解释的多解性,就有望对扇体的微观内幕结构进行深入剖析,深化对扇体的地质认识,从而指导油气勘探。     

河北文安5.5级地震前天津地区流体短期前兆异常分析

以河北文安5.5级地震为例,分析了地震前天津地区流体测项的异常变化。结果表明,天津王3井、王4井水汞、潘庄井及双桥1井水位在震前都出现了明显的短期前兆异常。     

Zircon U–Pb Ages and Lu–Hf Isotope of the Dongchuan Group in Central Yunnan, China, and their Geological Significance

On the southwestern margin of the Yangtze Block, the Dongchuan Group consists of slightly metamorphosed sedimentary rocks, including silty slate, argillaceous slate, clayey slate, arkose, dolomite, and minor volcanic rocks. To date, it is still a controversy over the depositional age and stratigraphic sequence of the Dongchuan Group. In this study, we analyzed five samples of meta-sedimentary rocks and one sample of meta-tuff from the Yinmin, Luoxue and Etouchang Formations of the Dongchuan Group in the Yuxi region for detrital zircon U-Pb ages and Lu-Hf isotope. The detrital zircon ages of the meta-sediments vary from 3073 to 1703 Ma, mainly clustered at three periods, from 1889 to 1840, 2490 to 2008 and 2878 to 2844 Ma. The youngest age peak of all the samples is ～1859 Ma, with the εHf(t) values of the zircons ranging from-20.3 to +4.3 and more than 90% being negative, indicating that the Paleoproterozoic crustal accretion on the southwestern margin of the Yangtze Block was dominated by reworking of the ancient crustal materials involved in the assembly and breakup of the Columbia supercontinent. Another important age range is between 2490 Ma and 2008 Ma, with εHf(t) values from-14.7 to +8.9 and 70% of them are negative, suggesting that the magmatism in the source area was also dominated by reworking and recycling of the ancient crustal materials, with minor juvenile mantle substances added. The detritus was probably derived from the Paleoproterozoic crystalline basement in the southern Yuxi region. The oldest peak age is ～2847 Ma and the εHf(t) values are from-7.7 to +7.0 with 50% of both positive and negative values, demonstrating a possible ～2.85 Ga ancient continental nucleus on the southwestern margin of the Yangtze Block and substantial growth in juvenile crust materials during this period. Besides, the weighted average age of the zircons from the meta-tuff of the Etouchang Formation is 1677 ± 14 Ma. Combining the previous research data and this study, we can constrain the depositional age of the Dongchuan Group in central Yunnan Province to the period from the late Paleoproterozoic to early Mesoproterozoic, slightly earlier than that of the Dongchuan Group in the Dongchuan area near to the southwestern Sichuan Province. The depositional age of the Dongchuan Group is older than that of the Kunyang Group.     

应用物化探方法开展地热普查

本文以近几年开展地热物化探试验研究和地热物化探普查所取得的资料为基础,以文登县洪水岚温泉外围,济南地区和安丘县温泉乡为例,概述了应用物化探方法开展地热普查的前提,分析并肯定了应用物化探方法进行地热普查所取得的地质效果。根据自己的体会,总结出一套应用物化探方法寻找地下热水的工作程序。     

Experimental research on horizontal bearing behavior of caisson-pile composite foundationEI北大核心CSCD

In this study, four groups of different types of bridge foundation model are tested to research the horizontal bearing behavior of caisson-pile composite foundation in lab based on the Qiongzhou Strait bridge project. The Q-s curve and horizontal ultimate bearing capacity of these four groups of foundations in sandy soil layer are obtained. Pile bending moment and shear force of pile shaft are analyzed in detail. At the same time, the load sharing ratio of caisson and piles is discussed. The results show that the horizontal ultimate bearing capacities of a single caisson foundation are increased by 1.2 times, 1.6 times and 2 times respectively with adding skirts, steel pipe pile, or steel pipe pile and the skirt. The maximum bending moment point is in the middle of the pile shaft, i.e. at about 0.5 m under the mud surface. The horizontal load is borne mainly by the upper caisson foundation and soil layers above the middle upper part of pile. The maximum shear force is found at the joint of pile top of steel pipe and caisson pile, where the reinforcement measures should be taken in practical engineering. The research achievements could provide a better reference for design or construction of caisson-pile composite foundation.