抗拔桩设计方法     

李垚  李峰 《中国煤田地质》2003,15(1):48-50

当地下水位较高时,地下车库等附属建筑物不得不对抗浮问题进行考虑,抗拔桩被越来越多的应用于工程中。依据工程实例对抗拔桩设计荷载条件、抗浮桩单桩承载力设计、抗浮桩桩身结构设计、群桩地基整体稳定性、单位面积抗浮力、抗拔桩抗裂分别进行了阐述,以及抗拔桩设计中应考虑的问题进行了论述。  相似文献   

煤层气开发利用与辽宁能源环境   总被引：1，自引：1，他引：1  

路爱平 《中国煤田地质》2003,15(4):21-24

对辽宁省主要煤田煤层气赋有条件及开发利用现状和开发潜力进行了研究评价。同时对辽宁省煤层气市场与煤层气开发效益进行了分析,并提出了重点目标区和开发利用建议。  相似文献   

甘肃北祁连山寒山金矿床控矿条件与成矿模式   总被引：5，自引：2，他引：5  

杨建国  黄振泉  任有祥  李智佩  宋忠宝 《西北地质》2003,36(1):41-51

通过对该矿床成矿地质背景、矿床地质特征、成矿标志及控矿因素等诸方面分析，指出成矿物质主要来源于下奥陶统岛弧钙碱性安山—英安质火山碎屑岩，矿体受多级断裂裂隙系统的控制，且主要定位于韧—脆性剪切带内的强片理化带中，成矿作用发生于碰撞造山作用挤压—伸展转变期，花岗闪长岩、闪长岩等造山期中酸性岩体侵位期间及其以后，深部岩浆房或中酸性侵入体主要为矿床形成提供了热驱动力，矿床成因类型属与火山岩有关的构造蚀变岩型金矿床。在此基础上，总结归纳了该矿床的成矿模式与综合找矿标志。  相似文献   

小秦岭金矿含金石英脉中石英晶体微形貌研究   总被引：5，自引：1，他引：5       下载免费PDF全文

张良钜 雷威李东升  赵淑霞 《岩石矿物学杂志》2003,22(2):177-180

利用微分干涉显微镜等手段对小秦岭金矿含金石英脉中不同成矿阶段的石英晶体微形貌进行了研究。石英晶体{101^-1}、{011^-1}、{101^-0}单形晶面上不同特征的微形貌对了解石英晶体的生长机理、生长速率、生长环境的变化及成矿溶液的过饱和度具有重要意义，同时也可提供成矿阶段划分及晶体生长时热力学条件的信息。  相似文献   

NNR constraint in ITRF2000 and the new global plate motion model NNR-ITRF2000VEL   总被引：4，自引：0，他引：4  

朱文耀  符养  李彦  吴显兵 《中国科学D辑(英文版)》2003,46(Z2)

There are 54 sites employed by ITRF2000 for ITRF2000 orientation. The deficiencies are obvious. First, these sites cannot well represent the rotation rate of the earth crust because there is no selected site in five out of fourteen tectonic plates and three of fourteen plates only have one site each. Second, the total angular momentum of the crust is non-vanishing in ITRF2000, even though it is declared that No Net Rotation (NNR) with respect to NNR-NUVEL1A is imposed on ITRF2000 construction according to the documentations of ITRF2000. So the NNR condition in conventional terrestrial reference system (CTRS) realization cannot be satisfied in ITRF2000. In this paper, the criteria of site selection for estimating the Euler vectors are suggested; the Tisserand system constraint equation in ITRF construction is derived; and as a product, the global plate motions can be obtained from the ITRF2000 construction.  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   

诸广—贵东大型铀矿聚集区富铀矿成矿地质条件   总被引：22，自引：2，他引：22  

邓平舒良树  谭正中 《地质论评》2003,49(5):486-494

位于南岭中部的诸广—贵东地区是中国花岗岩型铀矿最为重要的大型矿聚集区，已发现数个花岗岩型铀矿田，发育有数十个铀矿床，它们主要集中分布在诸广岩体南部和贵东岩体东部。区内富铀矿的形成与富铀古陆块、深部构造环境、幔涌区强烈深源岩浆活动、挤压向拉伸转变的构造环境、富铀沉积建造及富铀岩体、多期次热液蚀变叠加、高低差异的放射性元素迁移、良好的还原条件和封闭环境等区域地质背景和条件有着十分密切的关系。富铀矿在诸广、贵东两岩体内的集中分布和一系列有利于铀成矿的良好地质背景表明，该区乃至整个南岭范围地质背景相似的地区是铀成矿的有利地区，仍存在着寻找隐伏富大铀矿的巨大潜力。  相似文献   

对目前岩石“全曲线”测试的若干看法   总被引：1，自引：0，他引：1  

马世民  马宇博 《岩土力学》2003,(Z1)

从电液伺服岩石压力试验机工作机理的角度,对目前岩石应力-应变全过程曲线(以下简称“全曲线”)测试中的一些问题进行了分析,提出了自己的看法,目的是为了解决“全曲线”测试的2个问题,即如何测出“全曲线”;如何使测出的“全曲线”真实反映岩石的力学特性,并将其用到工程中。  相似文献   

基桩有效桩长几个问题的探讨   总被引：5，自引：1，他引：5  

曾友金  章为民  王年香  徐光明 《岩土力学》2003,(Z2)

从离心模型试验成果、超长单桩静载试验成果、工程实践及其他学者研究成果中,论证了普通单桩存在有效桩长。深入解释了有效桩长的含义,指出了与临界桩长概念有区别。在分析目前有效桩长定义基础上,提出了合理的有效桩长定义。明确了研究普通单桩有效桩长的意义及存在的问题,并提出了在一定条件下,合理确定有效桩长就是合理设计桩长。  相似文献   

浅析啤酒销售与气象要素的关系及预测     

王宝鉴  黄玉霞  许东蓓  解冰莉  谢卫琪 《干旱气象》2003,21(2):25-27

利用1997年1月-2002年6月兰州市某大型啤酒企业啤酒销售资料与同期兰州市气象要素资料，分析气象要素对啤酒销售的影响。分析结果表明，温度是影响啤酒销售量最显著的气象因子。两者具有很好的相关性。采用最小二乘法建立啤酒销售量的月及逐日预报方程。并提出啤酒指数的概念。  相似文献