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201.
用解析分析、时域有限差分、时-频分析的方法,以地面中心回线装置和阶跃脉冲激励源为例,分析讨论了瞬变电磁测深法的勘探深度问题,以便为野外勘探工作设计提供依据,达到预期的探测目的.解析计算证实了瞬变场在地下以有限速度传播,数值模拟表示出了准静态条件下瞬变场的反射.研究结果表明,由于时间域电磁场遵循因果律,瞬变电磁法的探测深度主要由观测时间决定. 瞬变电磁场的初始传播速度与大地电阻率无关,继后在大地色散作用下,阶跃脉冲前沿逐渐变得平缓,各频率分量的传播速度与电阻率有关,在低阻地层中探测同样的深度需要较长的观测时间. 最大探测深度是在给定时间内电磁波往返地下某一深度的单程距离,最小探测深度受仪器性能的限制,但是埋藏较浅的异常体也有可能在晚时段被观测到.从时-频密度谱中可得到瞬变电磁场信号时间与频率的关系. 相似文献
202.
This paper reviews the history and progress of research on active tectonics in China and overseas. By giving a brief introduction on the history of active tectonic research in China and other countries, the paper sums up the process and development of quantitative investigation of active tectonics since the 1980s. The focus is on the main efforts and progress made in China on certain aspects of research, such as basic surveys and applied investigation of active tectonics, the study of theories related to regional active tectonics and their kinematics and geodynamics, surveys on coupling relations between deep and shallow structures, active fault surveys and prospecting and seismic hazard assessment in urban areas, as well as the efforts made using Quaternary geochronology. Furthermore, the paper looks back on Chinese quantitative investigation of active tectonics in China and sums up cognitions derived from studies on the determination of several basic and measurable parameters of active tectonics. These parameters include the length of fault and fault segmentation, coseismic slip and cumulative slip, fault slip rate, the sequence of paleoearthquake events and the time elapsed since the most recent event. At the same time, efforts and progress made in China on assessing the long-term seismic potential for active faults and evaluating the risk from potential active fault movement have been reviewed by summarizing research on developing theories, models, methods and the application of time-dependent seismic potential to prohabilistic assessment, magnitude estimation for potential earthquakes on active faults, and the forecast of potential risk caused by active fault movement. Finally, in consideration of the realities and problems in the research of active tectonics in China, the authors put forward several suggestions for issues worthy of more attention for further investigation in the future. 相似文献
203.
汶川8.0级地震水坝震害调查 总被引:11,自引:1,他引:10
“5.12”汶川地震中水坝损毁严重,造成了巨大的经济损失。震后对69座溃坝险情和310座高危险情水库水坝进行了系统的调查,典型震害现象包括坝体裂缝、塌陷、滑坡、渗漏、启闭设施损坏和其他附属设施的损毁等。文中给出了不同烈度区的水坝震害分布,并对地震中水坝的震害现象做了初步总结和分析。 相似文献
204.
无人机快速获取地震灾情的应用探索 总被引:2,自引:0,他引:2
快速获取地震灾情对于应急救援决策和指挥是非常重要的。大地震造成通讯和交通设施破坏,使应急救援指挥部不能及时全面了解灾情,汶川地震已经给我们惨痛的教训。为此,我们开展了用无人机快速获取地震灾情的探索。 相似文献
205.
Liquefaction macrophenomena in the great Wenchuan earthquake 总被引:3,自引:2,他引:1
Longwei Chen Xiaoming Yuan Zhenzhong Cao Longqing Hou Rui Sun Lin Dong Weiming Wang Fanchao Meng Hongjuan Chen 《地震工程与工程振动(英文版)》2009,8(2):219-229
On May 12, 2008 at 14:28, a catastrophic magnitude M 8.0 earthquake struck the Sichuan Province of China.The epicenter was located at Wenchuan (31.00°N, 103.40°E). Liquefaction macrophenomena and corresponding destruction was observed throughout a vast area of 500 km long and 200 km wide following the earthquake. This paper illustrates the geographic distribution of the liquefaction and the relationship between liquefaction behavior and seismic intensity, and summarizes the liquefaction macrophenomena, including sandboils and waterspouts, ground subsidence, ground fissures etc., and relevant liquefaction features. A brief summary of the structural damage caused by liquefaction is presented and discussed. Based on comparisons with liquefaction phenomena observed in the 1976 Tangshan and 1975 Haicheng earthquakes, preliminary analyses were performed, which revealed some new features of liquefaction behavior and associated issues arising from this event. The site investigation indicated that the spatial non-uniformity of liquefaction distribution was obvious and most of the liquefied sites were located in regions of seismic intensity Ⅷ. However, liquefaction phenomena at ten different sites in regions of seismic intensity Ⅵ were also observed for the first time in China mainland. Sandboils and waterspouts ranged from centimeters to tens of meters, with most between 1 m to 3 m. Dramatically high water/sand ejections,e.g., more than 10 m, were observed at four different sites. The sand ejections included silty sand, fine sand, medium sand,course sand and gravel, but the ejected sand amount was less than that in the 1976 Tangshan earthquake. Possible liquefaction of natural gravel soils was observed for the first time in China mainland. 相似文献
206.
207.
深层搅拌桩施工时,固化剂的注入与叶片的搅拌作用不可避免地会扰动周围土体,改变桩周土体中的应力状态,产生超静孔隙水压力。在高灵敏性的日本有明黏土中搅拌桩施工时对周围土体中的孔隙水压力进行了现场监测。监测结果表明周围土体中产生了很高的超静孔隙水压力,其量值较土体的初始上覆压力还要大,使土体中的有效应力为零,处于张拉状态,但是该超静孔隙水压力在初始阶段消散得非常快。为分析施工引起的超静孔隙水压力,将搅拌桩施工时和周围土体的相互作用采用受剪的孔穴扩张过程来模拟,提出一种简单的方法来计算搅拌桩施工时周围土体中的超静孔隙水压力,同时考虑了固化剂注入时的膨胀压力与旋转叶片在搅拌时所产生的剪切力的作用。超静孔隙水压力由土的不排水抗剪强度、剪切力、注浆压力和孔隙压力系数所确定。所提出的计算方法得到实测数据的验证。 相似文献
208.
岩石变形破坏过程中渗透率演化规律的试验研究 总被引:12,自引:5,他引:7
利用伺服试验机对灰岩和砂岩进行了应力应变全过程渗透性试验,研究了岩样变形和破坏过程中的轴向应变与渗透率之间的关系,分析了岩样环向应变对渗透率的影响规律,探讨了岩样变形破坏前后渗透压差随时间的变化关系。结果表明,岩样渗透率与应力状态密切相关,渗透率的峰值滞后或超前于应力应变峰值,这与岩石介质本身的特性有关;渗透率-环向应变曲线与渗透率-轴向应变曲线有相同的变化趋势,但岩石环向变形比轴向变形更能灵敏地反映渗透率的演化规律;岩样变形破坏峰值前后的渗透压差与时间均遵循负指数关系。最后对岩石变形破坏过程中的渗透机理作了讨论。 相似文献
209.
YIN Hui 《地球空间信息科学学报》2000,3(3):69-72
The methods of deformation analysis and modeling at single point are realized easily now,but available approaches do not make full use of the information from monitoring points and can not reveal integrated deformation regularity of a deformable body.This paper presents a fuzzy clusetering method to analyze the correlative relations of multiple points in space,and then the spatial model for a practical dangerous rockmass in the area of Three Gorges,Yangtze River is established,in which the correlation of six points in space is analyzed by geological investigation and fuzzy set theory. 相似文献
210.
Contaminated and possibly hazardous ground represents a problem in all of the industrialized countries of the world. The
investigation of a site that is suspected of being contaminated differs somewhat from a routine site investigation. Sampling
of soils, groundwater and gas-producing material may be required. Various precautions may be necessary in doing this and operatives
may have to wear protective clothing. Four case histories have been chosen to illustrate different aspects of the rehabilitation
of abandoned contaminated land, namely, investigation, assessment, ground treatment and redevelopment. The first comes from
Leeds in West Yorkshire, England, and outlines how a site investigation was undertaken and the nature of the contamination
present, together with a note on the suggested redevelopment. The remaining three case histories are taken from the heavily
industrialized district of the Ruhr in Germany, where extensive mining of coal and associated industries were developed from
the mid-19th century onwards. The first considers the site of the former Graf Moltke mine near Essen. In this instance, the
somewhat novel methods of data assessment and ground treatment are dealt with. The Mont Cenis site at Herne-Sodingen is one
of the more notable old mining/industrial sites undergoing redevelopment in the state of North Rhine Westphalia. Hence, the
case history concentrates of this aspect of rehabilitation. This involves not only the construction of new and interesting
structures but an attempt to reduce energy consumption in an attempt to effect the concept of sustainable development of an
urban area. The last example deals with the abandoned site of the Minister Achenbach mine at Lünen, where the ground conditions
were further complicated by the presence of old bomb craters that had been filled with a variety of materials. In addition,
because of the suspected presence of former foundation structures in the ground an electromagnetic survey was carried out
across part of the site, the areas of high conductivity suggesting their presence.
Received: 15 September 1999 · Accepted: 14 March 2000 相似文献