共查询到17条相似文献，搜索用时 140 毫秒
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《建筑抗震设计规范》(GB50011-2010)于2010年5月31日发布,2010年12月1日起实施。与2008年版《建筑抗震设计规范》相比,本次规范修编关于场地、地基和基础的条文调整较多,对岩土工程勘察中涉及的部分均有不同程度的变动,在此对规范中与岩土工程勘察关系密切之处进行总结,以利于在勘察过程中更好地执行规范规定。 相似文献
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根据国标《岩土工程勘察规范》50021-2001中贯彻实施的“各级岩土工程勘察”详勘项目,像岩土工程等级确定,以及各项外业工作结束后,室内综合整理、分析及评价过程中土工试验成果取值问题和其它项目取值一样,就成为一个不容忽视的问题,现就常见的土工试验项目涉及到对样品真实性 相似文献
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现行《岩土工程勘察规范》(GB50021-2001)及《建筑地基基础设计规范》(GB50007-2002)规定,确定岩石地基承载力特征值常用方法有取岩样作室内试验和现场原位载荷试验等。软质岩的岩石试样作室内试验时,因环境条件与实地有明显的差异,试验结果多不理想,现场静载试验在实际环境条件下进行,能更好地挖掘软质岩石地基承载力特征值的潜力,减少基础工程造价。 相似文献
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河南省信阳市燃气发展有限公司混气站在场地岩土工程勘察过程中发现场地内存在断裂带 ,以及“信阳市城市管道燃气工程混气站工程场地地震安全性评价工作报告”中提到“确定本区第四纪断裂的活动性还有待进一步工作”,这为工程能否进一步施工提出了难题。本次研究 ,采取了集多种学科 (如构造地质、工程地质、第四纪地貌、遥感信息、测量、物探等 )为一体 ,进行了多学科、多技术、多方法的综合性研究 ,在较短时间内取得了令人满意的研究成果。1 断裂活动性和工程地质综合研究 首先从区域断裂构造的几何学、运动学等观察研究入手 ,根据沟谷地… 相似文献
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关于岩土参数的统计计算方法,GB50021-2001《岩土工程勘察规范》引入了随机场理论,得到母体空间均值在置信水平1-α下的单侧置信界限,并采用标准值表述之。但是由于随机场理论方法尚未完全实用化,故而采用了近似简化公式,最终使得标准值的计算公式与原规范一致。同时为了方便使用,避免误用学生氏分布表,规范对修正系数计算式进行了拟合简化。本文从经典的随机变量理论出发,采用统计学中的参数估计理论,阐述了岩土参数标准值计算公式的来源,并讨论了修正系数的拟合简化计算式的合理性,同时提出了新的更为合理的拟合公式。 相似文献
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Zhao Xun Feng Tao Wang Ping Wang Pengfei Liao Ze Li Hongsheng Zhou Ze 《Geotechnical and Geological Engineering》2022,40(8):3973-3984
Geotechnical and Geological Engineering - The mechanism for coal and gas outbursts in normal blind fault areas is not yet clear. Coal and gas outbursts induced by normal blind faults exposed at the... 相似文献
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通过现场标准贯入试验,对国道317线K205+700～K207+100段路基填方段中的淤泥质粉细砂层进行了液化判别.<公路工程抗震设计规范>(JTJ004-89)和<建筑抗震设计规范>(GB5001-2001)的计算结果均表明该砂层会产生液化.但前一规范的计算值偏大,在工程中建议使用后一规范,并以振冲密实法进行预防. 相似文献
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活动断裂带的地质灾害效应是工程地质与地质灾害领域研究的重要内容。川西甘孜地区位于青藏高原东南缘,区内新构造运动强烈,地质灾害频繁发生,对人类生命财产安全造成威胁,对社会生活和经济建设起到了破坏作用。文章从活动断裂与地质灾害点空间分布之间关系进行分析研究,总结出两者在空间分布的规律。认为活动断裂是川西甘孜地区地质灾害孕育的内动力条件之一;在空间位置上关系密不可分,在主要活动断裂0~1 km范围内0.095处/km2、1~2 km范围内0.050/km2、2~5 km范围内0.029处/km2频发。在活动断裂沿线开展针对地质灾害的监测和防范工作亟待落实,可为减轻或避免地质灾害提供依据和建议。 相似文献
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R. M. W. Musson 《Natural Hazards》1997,15(2-3):105-119
Although the U.K. is in an area of only low to moderate seismicity, the seismic hazard is sufficient to pose a threat to sensitive structures such as chemical plants and nuclear facilities. In quantifying the level of hazard by conventional probabilistic methodology, however, some problems arise in attempting to interpret earthquake data in terms of geological structure and faults. In the U.K., not only is it impossible to identify any demonstrably active faults, but also it is extremely difficult to discern any relationship between the pattern of seismicity and local or regional geological structure.This study discusses the use of two zonation approaches which complement each other in such a way that the general character and trend of seismicity is preserved. In one approach, the zonation is informed by the structural geology, where possible; geological zonation is avoided if it produces sources with heterogeneous seismicity. In the other approach, the record of past earthquakes is divided up into very small zones around individual epicentres or groups of epicentres, the size of each zone usually being proportional to the uncertainty in the epicentral determination of the appropriate event. This zonation preserves an observed tendency of some British earthquakes to repeat themselves. It is suggested that, in intraplate areas such as the U.K., it is often inappropriate to attempt to model individual fault sources. No faults in the U.K. are provably active. Because an earthquake of moderate size can occur on a very short fault segment, it is impractical to restrict fault modelling to major features. Even the two largest U.K. faults, suspected to be active, pose problems in attributing historical seismicity to them as distinct features. 相似文献
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NIELS FOGED 《Boreas: An International Journal of Quaternary Research》1987,16(4):419-424
Engineering geology, like geotechnical engineering, is a new scientific subject in Denmark. Experience in the period since 1924 is laid down in the Danish Code of Practice for Foundation Engineering, which states that the geological conditions establish the foundation class and must be determined as early as possible during the soil investigations by experienced geologists and engineers. The consequences are illustrated by some examples from geotechnical investigations performed at the Danish Geotechnical Institute:
• The economic foundation of a small wooden building on the brink of a postglacial lake and fiord basin at Vedbæk.
• The deep excavation for and foundation of a huge commercial center at Lyngby situated in the middle of a tunnel valley with more than 12 m late- and postglacial organic deposits, based on design and control in the high foundation class.
• The engineering geological modelling of the Quaternary development in the Danish North Sea. Applied geology plays an increasing part in geotechnical engineering as a prerequisite for economic and safe technical solutions. The future use of geological and geotechnical data bases will bring Quaternary geological knowledge into focus. 相似文献
• The economic foundation of a small wooden building on the brink of a postglacial lake and fiord basin at Vedbæk.
• The deep excavation for and foundation of a huge commercial center at Lyngby situated in the middle of a tunnel valley with more than 12 m late- and postglacial organic deposits, based on design and control in the high foundation class.
• The engineering geological modelling of the Quaternary development in the Danish North Sea. Applied geology plays an increasing part in geotechnical engineering as a prerequisite for economic and safe technical solutions. The future use of geological and geotechnical data bases will bring Quaternary geological knowledge into focus. 相似文献
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Geotechnical and Geological Engineering - This study was conducted to determine the characteristics of claystone at the Sebamban Syncline by carrying out geology—geomechanics and geochemistry... 相似文献