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11.
Intrusion and its implication for subsidence: A case from the Baiyun Sag, on the northern margin of the South China Sea 总被引:12,自引:0,他引:12
We develop a series of simple numerical models to explain the anomalous subsidence and deposition phenomena on the northern continental margin of the South China Sea, in particular in the Baiyun Sag. The results suggest that a short-period high rate deposition of around 17 Ma is related to a rapid subsidence event, which may be due to episodic emplacement of a dense intrusion. Necking and gravity models indicate that in the basement of the Baiyun Sag, there is a dense zone that is 100–200 kg/m3 more dense than the surrounding country rock. Considering its high magnetic intensity and regional igneous activity, the dense zone is thought to be related to a phase of basalt intrusion that may have taken place around 17 Ma. Thermal and subsidence models indicate that a hot denser intrusion can cause significant subsidence immediately after the intrusion. The subsidence rate then slows down with cooling, thus becoming consistent with the observed subsidence curves at around 17 Ma. The results also indicate that the lithospheric strength under the Baiyun Sag is negligible, and that the high-velocity layer in the lowermost crust may be not an original part of the pre-rift crust. Instead, it is thought to be underplated intrusion emplaced at around 30 Ma when the continental margin broke up. 相似文献
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M.A. López-Horgue E. Iriarte S. Schröder P.A. Fernández-Mendiola B. Caline H. Corneyllie J. Frémont M. Sudrie S. Zerti 《Marine and Petroleum Geology》2010
Shallow marine carbonate sedimentation dominated during the Albian in the western part of the Basque Cantabrian Basin in Northern Spain, forming the large Ramales Platform. This platform originated on a less subsiding tectonic block facing deeper and more subsiding areas to the south and east, which were created by tectonic activity in the Basin. Fracture-related hydrothermal dolomites hosted in these Albian carbonates are well exposed in the Asón valley area. Mapping in the studied area revealed several dolomite bodies related to main faults that cut the stratification almost at right angles. The bodies show a vertical development along fault-strike up to 900 m thick from which kilometre-scale branches expand following the stratification. Dolomitization is pervasive and independent of the limestone facies. Main dolomite facies are fine replacive, sucrosic and saddle. Petrography, C, O and Sr isotopes and fluid-inclusion analysis support a polyphase hydrothermal dolomitization at fluid temperatures between 75 °C and 240 °C and highly variable salinity of up to 22 wt.% NaCl. Fine dolomite replaced limestone first and then, sucrosic and saddle dolomites replaced part of the first dolomite and cemented newly created fracture porosity together with different calcite cements. Zebra dolomites and hydroclastic breccias are products of this later stage. Burial analysis of the host rock supports maximum burial temperatures of 80 °C and intense tectonic activity from the Albian to Turonian with a latest Albian peak subsidence. Albian stretching of the crust and subsequent ascent of the isotherms in the area is suggested to have produced sufficient heat to the dolomitizing fluids. The structural analysis indicates a strong transtensional tectonic activity in the studied area during Albian to Turonian time with the creation of an overstep between W–E trending and N–S trending faults. Fluids moved from subsiding areas to fractured uplifted parts of the Ramales Platform, enhanced by diapiric activity. 相似文献
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淮河以北矿区地面沉降及其成因 总被引:1,自引:0,他引:1
根据多年的高程实测资料,查明了淮河以北矿区(主要是潘集地区)地面沉降的幅度、速率及范围;分析了该区地面沉降的内因和外因,为区内地面沉降的防治提供了依据。 相似文献
14.
引黄入晋工程大梁水库坝基黄土湿陷变形特征及对工程的影响 总被引:1,自引:0,他引:1
引黄入晋工程大梁水库坝基存在大面积厚层上更新统(Q3)黄土。通过大量试验数据统计,湿陷起始压力、湿陷系数峰值的研究,以及不同埋深黄土微观结构的扫描电子显微镜研究,证实黄土的湿陷主要受架空孔隙的控制,随着土层埋深的加大,黄土结构逐渐由架空结构向局部架空或架空镶嵌型结构转变,因而湿陷性也逐渐减弱,为坝基黄土工程处理措施提供了依据。 相似文献
15.
注浆法在填土地基加固处理中的应用实例 总被引:3,自引:0,他引:3
泸溪县武溪110kv变电站场地地基为人工开挖山坡堆填而成,填土厚薄不均,由块石、碎石及粉土构成。变电站建成后,建筑物及地面发生不均匀沉降,建设方要求进行加固处理,经过反复对比和投资验算,确定采用充填、渗透注浆法对填土地基注入浓水泥浆进行加固处理。施工前,先要进行注浆试验,选择合理的注浆方式和技术参数。注浆加固后,通过一年多的观察,建筑物及地面不均匀沉隆均得到控制,达到了提高地基承载力,稳定建筑的目的。 相似文献
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灰色系统理论在海堤沉降预测中的应用 总被引:8,自引:2,他引:6
利用灰色系统理论,对秦山核电站一期海堤沉降进行了预测,以较少的观测样本建立了新陈代谢数列,经后验差检验,观测精度达到一级。由此证明,用GM(1,1)模型进行预测,建模方便,预测精度高,在大型建筑物变形监测中有较大的实用价值。 相似文献
19.
珠江口盆地沉降史定量模拟和分析 总被引:3,自引:0,他引:3
运用Petrosys盆地模拟系统,定量和动态地模拟了珠江口盆地三个主要坳陷的沉降过程,论述了沉降速率的变化与生储盖发育之间的关联,认为珠江口盆地构造沉降史具有幕式、多阶段变化的特征。盆地第一幕和第二幕沉降是盆地发育的主要时期,奠定了盆地的构造格架,形成了盆地主要的沉积地层和油气资源。第三幕沉降为盆地的改造和完成阶段,是盆地区域盖层发育的主要时期。 相似文献
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