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201.
中国中部高铝质超高压变质岩 总被引:6,自引:3,他引:3
我国中部在超高压条件下形成的高铝质变质岩石, 以蓝晶黄玉石英岩为特征, 具有以蓝晶石、富水黄玉、富镁硬绿泥石、柯石英、硬水铝石等为代表的高压-超高压变质矿物, 矿物组合主要为蓝晶石+ 黄玉+ 石英 (柯石英)、蓝晶石+ 蓝刚玉±富镁硬绿泥石等。化学成分富铝而贫镁, 其原岩为陆缘高铝质泥质沉积岩。实验岩石学的研究表明, 蓝晶石+ 黄玉在1000℃~1200℃,3.1~3.77GPa 条件下仍可稳定存在,而石英已部分转变为柯石英。蓝晶石+ 黄玉与柯石英一起稳定于超高压条件下。这表明以高铝质岩石为代表的地壳物质已进入到地幔深度, 达到这样的深度只能由会聚板块的俯冲作用而引起。因此,高铝质岩石的存在可以作为A型俯冲作用的指示剂。超高压变质的高铝质岩石将成为陆-陆碰撞事件的重要研究内容。 相似文献
202.
DING Keqin DUAN Menglan FU Pinsheng LIU Chuntu
Ph. D. Associate Professor Research Department Center of Boiler Pressure Vessel Inspection Research Beijing P. R. China
Ph. D. Research Professor CCS Research Development Center China Classification Society Beijing P. R. China
Lecturer Yumen Petroleum School of Technique Technology Yumen P. R. China Research Professor 《中国海洋工程》1999,(4)
A simple probabilistic model for predicting crack growth behavior under random loading is pre-sented.In the model,the parameters c and m in the Paris-Erdogan Equation are taken as random variables,and their stochastic characteristic values are obtained through fatigue crack propagation tests on an offshorestructural steel under constant amplitude loading.Furthermore,by using the Monte Carlo simulation tech-nique,the fatigue crack propagation life to reach a given crack length is predicted.The tests are conducted toverify the applicability of the theoretical prediction of the fatigue crack propagation. 相似文献
203.
LI Yucheng
Professor the State Key Laboratory of Coastal Offshore Engineering Dalian University of Technology Dalian P. R. China. 《中国海洋工程》1999,(2)
-The hydrodynamic coefficients C_d and C_m are not only dependent on the size of slender cylin-der,its location in water,KC number and Re number,but also vary with environmental conditions,i.e.,in regular waves or in irregular waves,in pure waves or in wave-current coexisting field.In this paper,thenormalization of hydrodynamic coefficients for various environmental conditions is discussed.When aproper definition of KC number and proper characteristic values of irregular waves are used,a unified re-lationship between C_d,C_m and KC number for regular waves,irregular waves,pure waves and wave-cur-rent coexisting field can be obtained. 相似文献
204.
Geospatial Information Service Based on Digital Measurable Image——Take Image City·Wuhan as an Example 总被引:1,自引:0,他引:1
LI Deren SHEN Xin State Key Laboratory of Information Engineering in Surveying Mapping Remote Sensing Wuhan University Luoyu Road Wuhan China 《地球空间信息科学学报》2010,(2)
LBS (location-based service) is a remarkable outcome of the development from GIS to geospatial information service. Faced by the requirements of geospatial information from the masses and the opportunity provided by the next generation Internet and Web 2.0, a new model of geospatial information service based on DMI (digital measurable image) is presented. First, the concept of LBS and the opportunities of Web 2.0 are introduced, then the characteristic of DMI is discussed. Taking the Image City·Wuhan as an ... 相似文献
205.
本文在深入调研上海市集中测绘成果管理系统的基础上,通过对系统的建立与长期维护的总结,简要的介绍了系统实现的功能与系统架构,总结了系统建设过程中的思路与做法。着重阐述了系统在整合测绘处理与成果管理、保持基础数据的现势性方面所取得的成果,总结了系统在建设与使用过程中的优缺点,为其它地区建立或改造测绘成果系统提供借鉴。 相似文献
206.
本文首先介绍了上海市土地有形市场管理信息系统的建设目标和内容,其次从系统的体系架构、与其他现有系统间的关系、系统功能设计和技术路线等方面详细介绍了系统实现的技术方案,然后总结了系统运行的五个特点,最后介绍了系统的运行情况。 相似文献
207.
本文主要介绍了《上海局应用软件产品技术规定》的缘起、编制过程、主要内容和如何落地实施等方面的内容,以及规定本身和落实过程中遇到的问题,分析了问题的成因并就如何解决提了一些建议。 相似文献
208.
This article presents a computer simulation of stress distribution around tunnels and interaction between tunnels using an elasto-plastic model. A finite element method using ANSYS software has been used for the analyses of one and two tunnels at different overburden depths with different separating distances between the tunnels. The results of numerical analyses indicate that stress distribution and stress concentration around the tunnels vary with the overburden depths. It is found that the coefficients of stress concentration for elasto-plastic medium are smaller than those for elastic one by 1.9%. Furthermore, the interaction between the two tunnels rapidly decreases with the increase of separation distance between them. In addition, for quantitatively describing the interaction between the two tunnels, a critical separation distance is introduced. The critical separation distances between the two tunnels at different overburden depths are 8 m, 12 m, and 14 m respectively. This fact is very important and essential for the design of mining tunnels and to ensure safety in tunnel engineering. 相似文献
209.
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