鄂尔多斯盆地奥陶系马家沟组溶斑形成机理   总被引：10，自引：0，他引：10  

邸领军  杨承运  杨奕华  冀小林  包洪平 《沉积学报》2003,21(2):260-265

鄂尔多斯盆地中部气田奥陶系马家沟组属蒸发边缘海相地层,其风化壳是中部气田的主要产气层段。该层中广泛发育毫米级、厘米级的溶斑,这些溶斑的产状、大小、成分以及溶孔内的充填物十分复杂,有的具多期充填,充填物为石膏、石英、方解石、白云石、高岭石、黄铁矿等多种矿物。溶斑中下半部残留的岩石经溶蚀后的白云石晶粒形成的渗流砂示底构造十分明显。研究表明,溶斑的形成不仅具有适宜的岩相古地理环境和其复杂的生成演化史,而且与原始沉积以及不同地史阶段的岩溶作用相关。  相似文献   

Movement and strain conditions of active blocks in the Chinese mainland   总被引：2，自引：0，他引：2  

李延兴  杨国华  李智  郭良迁  黄珹  朱文耀  符养  王琪  江在森  王敏 《中国科学D辑(英文版)》2003,46(Z2)

The definition of active block is given from the angles of crustal deformation and strain. The movement and strain parameters of active blocks are estimated according to the unified velocity field composed of the velocities at 1598 GPS stations obtained from GPS measurements carried out in the past years in the Chinese mainland and the surrounding areas. The movement and strain conditions of the blocks are analyzed. The active blocks in the Chinese mainland have a consistent E-trending movement component, but its N and S components are not consistent. The blocks in the western part have a consistent N-trending movement and the blocks in the eastern part have a consistent S-trending movement. In the area to the east of 90°E, that is the area from Himalayas block towards NE, the movement direction of the blocks rotates clockwisely and the movement rates of the blocks are different. Generally, the movement rate is large in the west and south and small in the east and north with a difference of 3 to 4 times between the rates in the west and east. The distributions of principal compressive strain directions of the blocks are also different. The principal strain of the blocks located to the west of 90oE is basically in the SN direction, the principal compressive strain of the blocks in the northeastern part of Qingzang plateau is roughly in the NE direction and the direction of principal compressive strain of the blocks in the southeastern part of Qingzang plateau rounds clockwisely the east end of Himalayas structure. In addition, the principal strain and shear strain rates of the blocks are also different. The Himalayas and Tianshan blocks have the largest principal compressive strain and the maximum shear strain rate. Then, Lhasa, Qiangtang, Southwest Yunnan (SW Yunnan), Qilian and Sichuan-Yunan (Chuan-Dian) blocks followed. The strain rate of the blocks in the eastern part is smaller. The estimation based on the stain condition indicates that Himalayas block is still the area with the most intensive tectonic activity and it shortens in the NS direction at the rate of 15.2±1.5 mm/a. Tianshan block ranks the second and it shortens in the NS direction at the rate of 10.1±0.9 mm/a. At present, the two blocks are still uprising. It can be seen from superficial strain that the Chinese mainland is predominated by superficial expansion. Almost the total area in the eastern part of the Chinese mainland is expanded, while in the western part, the superficial compression and expansion are alternatively distributed from the south to the north. In the Chinese mainland, most EW-trending or proximate EW-trending faults have the left-lateral or left-lateral strike-slip relative movements along both sides, and most NS-trending faults have the right-lateral or right-lateral strike-slip relative movements along both sides. According to the data from GPS measurements the left-lateral strike-slip rate is 4.8±1.3 mm/a in the central part of Altun fault and 9.8±2.2 mm/a on Xianshuihe fault. The movement of the fault along the block boundary has provided the condition for block movement, so the movements of the block and its boundary are consistent, but the movement levels of the blocks are different. The statistic results indicate that the relative movement between most blocks is quite significant, which proves that active blocks exist. Himalayas, Tianshan, Qiangtang and SW Yunnan blocks have the most intensive movement; China-Mongolia, China-Korea (China-Korea), Alxa and South China blocks are rather stable. The mutual action of India, Pacific and Philippine Sea plates versus Eurasia plate is the principal driving force to the block movement in the Chinese mainland. Under the NNE-trending intensive press from India plate, the crustal matter of Qingzang plateau moves to the NNE and NE directions, then is hindered by the blocks located in the northern, northeastern and eastern parts. The crustal matter moves towards the Indian Ocean by the southeastern part of the plateau.  相似文献   

高填方路堤互锚式薄壁挡土墙土压力试验研究   总被引：1，自引：0，他引：1  

窦斌  梅利芳  范瑛  余天庆  杨凯华 《地质科技情报》2003,22(3):109-112

在山区修建高等级公路工程中，挡土墙结构广泛应用于高填方路堤工程。在提出一种新型互锚式薄壁挡土墙结构的基础上，通过埋设土压力盒的方法对该种挡土墙的结构型式进行了力学模型试验，并进行了模型土压力强度特性分析。试验及分析表明，该挡土墙结构成本低廉，施工方便，结构合理，可以应用于高填方路堤实际工程。  相似文献   

综合物探在工程地质勘察中的应用     

许章宏杨新民  魏祥荣 《华东铀矿地质》2003,(1):27-32

以衢州—窑上高速公路D、E合同段综合物探应用为例，本文介绍了高密度电阻率法、自然电位法、探地雷达等工作原理和方法，总结了综合物探在高速公路地质灾害调查，包括岩性、构造、岩溶等方面地球物理探测的应用成果，从而说明在高速公路路线勘察及施工过程中，物探工作是不可缺少的辅助手段。  相似文献   

某住宅楼基础沉降原因分析及治理方法     

邱本仁  杨生龙 《岩土工程师》2003,15(4):28-31

通过工程事故勘察及原因分析，提出了用石灰桩配合注浆法加固处理自重湿陷性黄土地基的方法。科学、经济、快捷的治理，使工程事故得到了及时有效控制。  相似文献   

宜兴抽水蓄能电站试验洞的反分析研究   总被引：4，自引：2，他引：4  

杨林德  仇圣华  王悦照  丁文其  朱合华 《岩土力学》2003,(Z2)

结合江苏宜兴抽水蓄能电站地下厂房试验洞量测资料的分析,研究了成层各向异性岩体中洞室工程问题的反分析方法。采用分层均质模型进行反分析计算。计算区域的各层岩层均被分别视为均质各向同性体,初始地应力假设呈线性分布。有限元分析中,对倾斜成层的岩层、软弱夹层及断层节理等分别划分了单元,据以模拟成层岩体的各向异性特征。为使计算过程简化,对离洞室较远的岩层拟按地质资料对材料特性参数赋值,反分析计算的目标未知数为初始地应力和试验洞相邻围岩的弹性模量。结果表明,与工程实践符合较好。  相似文献   

PowerComMap的设计与实现   总被引：1，自引：0，他引：1  

李永红  华一新吴升 杨国铮 《测绘学院学报》2003,20(4):297-300

以组件式地理信息系统的设计为核心，重点介绍了组件式地理信息系统平台PowerComMap的设计，并主要以其数据访问组件的实现为例，说明了组件式软件并不是传统软件的简单“包装”。  相似文献   

关于开封市测绘行业发展若干问题的探讨     

杨定兴  马海涛 《河南测绘》2003,(4):29-30

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把握拍卖土地供应量应当有辩证思维     

张福君  杨淑梅 《河北国土资源》2003,(11):36-36

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GIS应用浅谈   总被引：2，自引：0，他引：2  

杨德明  王龙俊付伟 《东北测绘》2003,26(1):5-6

主要介绍GIS目前在国内各行业的应用现状，自身特点，及给国民经济各领域带来的变化，其前景是广阔和发展的，巳被公认为21世纪的支柱产业。  相似文献