A hypothesis for the seismogenesis of a double seismic zone   总被引：1，自引：0，他引：1  

Honn Kao  Lin-Gun Liu 《Geophysical Journal International》1995,123(1):71-84

The seismogenesis of a double seismic zone, in particular the lower layer of a double seismic zone, has not been adequately explained in the literature. On the basis of seismic data and geothermal structures along three well-studied cross-sections in the Kuril-Kamchatka and Japan subduction zones, we investigate the temperature/pressure conditions associated with seismogenic structures of the double seismic zones. the corresponding T/P loci seem to suggest that earthquakes observed in the lower layer and in the lower part (below approximately 130 ± 20 km) of the top layer of a double seismic zone were caused by metastable phase transition-a mechanism similar to that responsible for deep-focus earthquakes only at lower temperature/pressure conditions. Under this hypothesis, the wedge-shaped configuration of a double seismic zone is interpreted to represent the loci of the kinetic boundary of the phase transition. According to theoretical/experimental studies and the constraints imposed by our observations, a likely candidate for such a phase transition is the metastable Al-rich enstatite decomposing into the assemblage of Al-poor enstatite plus garnet. Earthquakes in the upper part of the top layer were most probably due to conventional mechanisms such as dehydration of subducted materials and/or facies change from basalt to eclogite. That the top layer involves more than one seismogenic mechanism is also implied by the distinct behaviour of seismicity in the vicinity of 130 ± 20 km. Because the presence of deviatoric stress is critical to the reaction rate of a metastable phase transition, it is inferred that single seismic zones are also caused by the same mechanisms, except that the implicit layer of a supposed double seismic zone is missing, due to the insufficient amount of appropriate metastable minerals or to the lack of appropriate deviatoric stresses in the source region.  相似文献   

跃变型扩散的实验研究          下载免费PDF全文

张霭琛  刘树华  叶文虎 《大气科学》1993,17(1):39-43

本文为一次沿海岸边翻越二维山丘的扩散实验.结果表明:在一定条件下,假若两层空气的湍流强度和尺度的比值不大,当烟羽从上层侵入到下层较强混合气层时,不一定产生燻烟型扩散,仅表现为扩散参数在一定水平距离上的跃变.本文同时介绍了两组风洞实验的结果,其目的在于说明扩散参数跃变存在的事实.  相似文献   

Identification and occurrence of novel C₃₆–C₅₄ 3,4-dialkylthiophenes with an unusual carbon skeleton in immature sediments     

M.E.L. Kohnen  T.M. Peakman  J.S.Sinninghe Damste  J.W. de Leeuw 《Organic Geochemistry》1990,16(4-6)

A series of novel long-chain 3,4-dialkylthiophenes (C₃₆–C₅₄) was identified in a number of sediments ranging from Pleistocene to Cretaceous. The identifications were based on mass spectral characterisation, desulphurisation and mass spectral data of synthesised model compounds. These organic sulphur compounds are probably formed by sulphur incorporation into mid-chain dimethylalkadienes with two methylenic double bonds. These putative precursor lipids are unprecedented and may be considered rather unusual. The distribution of 3,4-dialkylthiophenes in sediments varies considerably with the depositional palaeoenvironment, indicating that these compounds have a potential as molecular markers reflecting changes in palaeoenvironment.  相似文献   

高效防水隔热粉的研制     

王廷吉  徐伟昌 《华东地质学院学报》1994,17(4):384-388

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软岩巷道弹塑性变形的理论分析   总被引：16，自引：0，他引：16  

刘夕才  林韵梅 《岩土力学》1994,15(2):27-36

本文采用莫尔－库仑屈服准则和非关联塑性流动法则分析了轴对称软岩巷道的变形规律。从轴对称平面应变问题的基本方程出发，导出了软岩巷道弹塑性变形的位移理论解答，并给出了现有应力与位移理论解的适用条件。通过实例计算结果表明，本文得出的位移理论解与有限元数值解相当吻合。  相似文献   

伊朗卡尔赫水电站坝址松散砾岩钻探工艺          下载免费PDF全文

路殿忠 《探矿工程》1994,(3):30-31

在伊朗卡尔赫水电站坝址工程勘察中，采用金刚石双管单动钻具和ＳＭ胶冲洗液进行取样钻探，用清水钻进压水试验，由于钻探工艺合理，钻探质量均达到了设计要求。  相似文献   

Tunnel mapping in strong discontinuous rocks     

R. McCrae  R. Cook 《Geotechnical and Geological Engineering》1985,3(1):79-89

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浅埋软弱地层隧道旋喷预衬砌支护技术的研究   总被引：3，自引：0，他引：3       下载免费PDF全文

李远宁  段玉刚吴胜 《探矿工程》2001,(5):58-61

论述了浅埋软弱地层隧道旋喷预衬砌支护的研究背景及国内外研究现状、室内试验、旋喷器具、施工工艺及应用情况,并与其它施工方法进行了对比,效益显著。  相似文献   

长沙交警大楼复杂地层基坑护壁的“综合制导”     

唐贵荣  王根生 《湖南地质》2001,20(4):287-290

长沙市交警支队技术综合大楼地质条件复杂,水量丰富,流砂严重,基坑施工相当困难。经采用安全可靠的“综合制导”措施处理,成为地解决了坑壁坍塌等问题,获得了建设方、质监方、设计方的好评,交警大楼竣工后被评为优良工程。  相似文献   

武隆隧道岩溶地质超前预报综合技术   总被引：15，自引：0，他引：15  

李苍松  何发亮  丁建芳 《水文地质工程地质》2005,32(2):96-100

武隆隧道全长9418m,为渝怀铁路第二长大隧道。该隧道的施工地质条件非常复杂,存在浅埋段、断层破碎带、岩溶暗河、非煤系地层瓦斯和岩爆等不良地质现象。其中,岩溶、暗河以及岩溶涌水是本隧道施工的最主要地质问题。根据岩溶垂直分带结果,武隆隧道处于混流带中,特别是多在季节变动带与水平迳流带之间。自隧道开挖揭露以来,多次发生大型、特大型岩溶涌水灾害。作者根据武隆隧道施工的特点,以地质法为基础,以HSP声波反射法为主要手段,结合TSP203系统和钻探等的超前预报综合技术,进行岩溶地质超前预报。实践证明,武隆隧道综合地质预报技术的应用是基本成功的,值得在同类隧道施工地质预报中借鉴。  相似文献