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431.
不良地质条件是影响TBM施工隧洞管片结构安全的重要因素。综合考虑围岩地质条件和衬砌结构的不确定性,提出了一种定量分析TBM管片结构失事概率的新方法。在基于Markov过程估计隧洞沿程地质岩性变化概率的基础上,建立了隧洞任意位置处管片选型不匹配的概率模型;考虑围岩和管片参数的不确定性,采用随机有限元方法计算某一类型管片在不同围岩下的失事概率;由此,采用全概率公式,可计算隧洞沿程任意位置处管片结构的失事概率。结合实际工程,针对施工期工况,确定了该隧洞管片沿程的失事概率、最大失事概率及其所对应的位置等,为管片选型、优化设计及TBM施工期的风险防范提供了依据。 相似文献
432.
Source parameters of four strong earthquakes in Bulgaria and Portugal at the beginning of the 20th century 总被引:1,自引:0,他引:1
Using original seismograph records and bulletin data we re-determined theorigin time, location, seismic moment (M0) and magnitudes(MS and Mw) for four earthquakes in the beginning of the20th century. These are two strong earthquakes April 4, 1904 nearKrupnik, Bulgaria (Mw = 6.8, MS = 7.2 respectively), the April 231909 earthquake near Benavente, Portugal (MS = 6.3), and the June14, 1913 earthquake near Gorna Orjahovitza, Bulgaria (MS = 6.3).Twenty-nine traces from original records have been analysed, a largenumber of original station bulletins have been consulted and a consistentmethodology for analysing these early 20th century instrumentalinformation is presented.In spite of a thorough effort in re-assembling and quality control of theoriginal data, large inaccuracies remain in the improved instrumentalepicentre locations and origin times. The seismic moment estimates weobtained (2.3 1018 M0 3.9 1019Nm) are the first ever determined for these events. The magnitudeestimates (6.3 MS 7.2 and 6.2 Mw 7.0) are robust and systematically lower than most of previousestimates for all earthquakes (Gutenberg and Richter, 1954; Christoskovand Grigorova, 1968; Karnik, 1969). For the largest Krupnik event ourestimates agree with those of Abe and Noguchi (1983b) and Pacheco andSykes (1992). The studied earthquakes all occur in moderately seismicactive regions, therefore our results may have significant consequences forhazard estimates in those regions. 相似文献
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434.
The source of many environmental incidents involving engineering works has been traced to inadequate geologic site characterization
(GSC). Even though critics may argue that hindsight is almost always clearer than foresight, what is reasonable to some geologists
may be overkill to others and GSC is often underperformed. Communication between designers, geologists, engineers, and regulators
is paramount at all stages of a project, each recognizing the essential needs of the other. For large projects having substantial
longevity, it is essential to periodically review initial conclusions because assumptions and criteria change as the geosciences
evolve, engineering precepts are refined, and analytical capabilities increase. A brief consideration of the changing geological
paradigms of the 1950s and 1960s as compared with the 1990s should leave little room for debate on this. Geologic site characterization
should be a dynamic, continuing process. A balanced approach must be sought, to provide adequate information for safety of
operations, neither slighting or overdoing the effort. Several examples are taken from the salt mining and storage industry,
which illustrate these principles, but there is widespread application to other geological media and engineering projects.
The ultimate benefit of valuing site characterization efforts may be more than just enhanced safety and health – costs not
expended in lost facilities and ligation can become profit.
Received: 13 September 1995 · Accepted: 21 November 1995 相似文献
435.
Liu Yaowei 《中国地震研究》2005,19(2):170-180
INTRODUCTION Existingresearchresultsindicatethattherearecloserelationsbetweenundergroundfluidandseismicactivity,especiallyintheshort termanomaliesofearthquakes.Anomalyinthefluidisobvious andthequantityislarge.Duringearthquakepreparation,thedrivingforcemec… 相似文献
436.
437.
本文从地下管线动态更新存在的问题入手,系统地分析了实现地下管线动态更新的五个必要条件,并从基础、核心、重点、保障和环境等方面详细介绍了如何建立地下管线动态更新体系。 相似文献
438.
城市地下空间是城市建设的新型资源,它的合理开发与利用对城市的建设与发展有着重要的意义。探讨了我国地下空间资源利用的现状、已具备的条件,并阐述了我国地下空间资源发展的战略对策。 相似文献
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440.