江苏国际图书中心原有基础桩清障工艺探讨     

洪连明  王才勇 《江苏地质》2004,28(4):221-223

介绍了老城区改造其桩基础的处理方法。结合工程实际，介绍了场地基本情况、场地工程地质条件，探讨了原有桩基础清障工艺，分析了清障作业的难点及拟采取的解决措施。采用高压环喷工艺清障，获得了成功。  相似文献   

深层水泥土搅拦桩在软土地基处理中的应用     

何元斌  李燕 《云南地质》2004,23(2):273-277

通过对深层水泥土搅拌桩的加固机理及复合地基承载力性状的简要分析,根据国家现行规范,结合具体地基处理工程实例,对深层水泥搅拌桩在软土地区地基加固处理中的方案选择、设计、施工及检测中的常见技术要点作初步探讨。  相似文献   

常州市数字化测绘工程及GIS建库概述   总被引：2，自引：0，他引：2  

周晟  张正荣  李清  黄鹏华 《现代测绘》2004,27(5):29-31

数字化地形图和地籍图是城市规划、建设和管理及国土资源管理的重要基础资料．也是开展数字城市和信息化建设的最基础平台。通过对系统总体结构的设计和应用成果介绍，分析了目前基础地理数据生产、管理和应用的现状，介绍了基于GIS的常州市数字化地形图、地籍图测绘工程总体目标及基础地理信息系统总体设计．并概述了整个数字化测绘工程的实施过程和特点。  相似文献   

复合构造控制华亭煤田的形成     

杨建成 《甘肃地质》1995,4(2):94-96

华亭煤田属华北聚煤区，复式向构造形态。煤层厚度变化较大，总的规律是东厚西薄，局部分叉尖灭。根据同沉积作用和山字型构造体系及复合构造的原理，浅析了该煤田的构造形态及煤层赋存规律。  相似文献   

Hypotheses for earthquake occurrences     

Naveen  P. S. Moharir  V. K. Gaur 《Journal of Earth System Science》1983,92(3):261-281

Very little work has been done in generating alternatives to the Poisson process model. The work reported here deals with alternatives to the Poisson process model for the earthquakes and checks them using empirical data and the statistical hypothesis testing apparatus. The strategy used here for generating hypotheses is to compound the Poisson process. The parameter of the Poisson process is replaced by a random variable having prescribed density function. The density functions used are gamma, chi and extended (gamma/chi). The original distribution is then averaged out with respect to these density functions. For the compound Poisson processes the waiting time distributions for the future events are derived. As the parameters for the various statistical models for earthquake occurrences are not known, the problem is basically of composite hypothesis testing. One way of designing a test is to estimate these parameters and use them as true values. Momentmatching is used here to estimate the parameters. The results of hypothesis testing using data from Hindukush and North East India are presented.  相似文献   

Nonlinear seismic response analysis of arch dam-foundation systems- part II opening and closing contact joints     

Xiuli Du  Jin Tu 《Bulletin of Earthquake Engineering》2007,5(1):121-133

A time-domain method for the analysis of arch dam-foundation rock dynamic interaction during earthquake was proposed, and the dynamic relaxation technique was adopted to obtain the initial static response for dynamic analysis by [Du et al. (2005). The paper has been contributed to Bulletin of earthquake engineering]. In this paper, a nonlinear explicit method in time domain considering the opening and closing effect of contact joints on arch dam during earthquake is further proposed by introducing the dynamic contact force model into the method. The simulation accuracy of dynamic contact force model is verified by comparing its calculation result and test result of scale model on shaking table. Finally, the influence of joints on the seismic response of Xiaowan arch dam is studied by the proposed method and some conclusions are given.  相似文献   

地下水位升降对某场地地基土承载力的影响     

丘宏 《华东地质学院学报》2002,25(3):240-243

通过工程实例，分析了对比地下水位升降对地基土的物理力学性质的影响，定量地总结了地下水位上升对地基土承载力的削弱情况。  相似文献   

地基承载力的试验研究   总被引：7，自引：3，他引：7  

吴哲滨  于刚 《工程地质学报》2001,9(3):277-281

进行地基承载力的试验研究, 对于充分利用和挖掘地基潜力、合理选择地基持力层、提高勘察工作质量、促进岩土工程勘察技术的发展具有重要的现实意义。本文结合唐山钢铁公司第二炼铁厂 2 5 6 0m3 高炉勘察实例, 系统介绍了地基承载力的试验研究过程, 并应用了-种有推广价值的试验技术室内模拟载荷试验。  相似文献   

基坑支护组合钢支撑设计与施工技术     

张建  尹桂明 《江苏地质》2001,25(3):161-165

通过镇江市邮电通信指挥中心大楼深基坑工程的设计与施工,全面介绍了组合钢支撑在深基坑支护工程应用中的设计、施工方法及支撑效果.实践证明,组合钢支撑是一种施工方法简单、施工速度快、对周边环境影响小、安全可靠的支撑形式,具有较强的市场竞争能力及良好的推广应用前景.  相似文献   

Post-earthquake investigation on several geosynthetic-reinforced soil retaining walls and slopes during the Ji-Ji earthquake of Taiwan   总被引：1，自引：0，他引：1  

Hoe I. Ling  Dov Leshchinsky  Nelson N. S. Chou 《Soil Dynamics and Earthquake Engineering》2001,21(4):3087

This paper gives an overview on the application of geosynthetic-reinforced soil structures in Taiwan. Taiwan has an unique topography and geotechnical conditions that rendered a less conservative and more challenging design compared to that of North America, Europe and Japan. The Ji-Ji (Chi-Chi) earthquake of 1999 gave an opportunity to examine the behavior of reinforced soil structures. The performance of several modular-block reinforced soil retaining walls and reinforced slopes at the vicinity of the fault was evaluated. Reinforced structures performed better than unreinforced soil retaining walls. The failure cases were highlighted and the cause of failure was identified. The lack of seismic design consideration could be a major cause of failure. The compound failure mode, the inertia force of the blocks, and the connection stiffness and strength relative to the large dynamic earth pressure, were among major items that would warrant further design consideration.  相似文献