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深层—超深层白云岩储集层是未来油气勘探的重要领域和目标,是潜在的优质油气储集体或储集层。查明白云岩的成因、孔隙发育与保存机理以及流体性质与演化路径,建立符合实际地质状况的储集层地质模型,对于预测深层—超深层白云岩储集层的分布规律是非常重要的。疏理了白云岩成因的几个核心问题的现状与发展趋势,指出了白云石化作用模式的演变过程和发展方向,提出了建立深层—超深层白云岩多阶段动态演化模式应考虑的问题。中国三大克拉通盆地(四川盆地、塔里木盆地和鄂尔多斯盆地)深层—超深层赋存丰富的白云岩,并且已经有一些重要的油气发现,为开展深层—超深层白云岩油气勘探提供了好的机遇,但深埋藏、多期构造改造、叠加和复杂的流体演化历史也是此项研究重要的挑战。 相似文献
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特厚表土层钢板混凝土复合井壁竖向承载力试验研究 总被引：2，自引：1，他引：1
通过模型试验和理论分析,对特厚表土层双层钢板高强混凝土复合井壁的竖向受力特性进行了研究。首先,根据相似理论,进行了双层钢板高强混凝土复合井壁结构的模型设计和试件加工;然后,通过加载试验,得到了井壁结构在竖向荷载和侧压共同作用下的竖向应力、变形和强度特性。结果表明：由于内、外钢板筒的约束作用,井壁结构中的混凝土完全处于三向受压应力状态下,其抗压强度提高了1.73～1.92倍,且井壁破坏时混凝土的竖向极限压应变达到-3.9×10-3,表现出较好的延性特性。通过钢板与混凝土的相互约束,改善了各自的力学特性,使井壁竖向承载力显著提高,远比钢板筒和中间混凝土层的竖向极限承载力之和大,并根据理论分析和试验结果推导出了井壁竖向承载力的计算公式,对理论研究和工程应用具有一定的参考价值。 相似文献
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土石坝(超)深厚覆盖层地基中的深埋细粒土抗地震残余变形能力较差,尤其是在土层厚度较大时,覆盖层地基连同坝体在强震作用下可能会产生较大的地震沉陷。针对我国西部某大型土石坝工程,对超深厚覆盖层地基中深埋粉砂层土的地震残余变形特性进行三轴试验研究。研究表明:试验土料级配曲线与相应土层各钻孔平均级配曲线很接近,试验土料的颗粒级配对实际土层的颗粒组成特性具有代表性;试验土料的地震残余变形特性主要受土体密度、固结条件和围压力条件等控制,尤其是固结比对土体地震残余变形特性影响较大;各因素对土体残余体积变形特性和轴向变形特性的影响规律有所差异。 相似文献
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D. Mottaghy R. Schellschmidt Y.A. Popov C. Clauser I.T. Kukkonen G. Nover S. Milanovsky R.A. Romushkevich 《Tectonophysics》2005,401(1-2):119-142
We present new heat flow values and other geothermal data in the upper crystalline crust in the immediate vicinity of the 12.4-km deep Kola super-deep borehole, NW Russia. Our results show a systematic vertical increase in geothermal gradient and heat flow density as deep as we could measure (1.6 km). Our results confirm earlier results on vertical heat flow trends of in the uppermost part of the Kola super-deep hole, and imply that the thermal regime is not in steady-state conductive conditions. In an area of 3-km × 5-km measurements were performed in 1–2-km deep boreholes surrounding the Kola super-deep hole and on core samples from these holes. Temperature logs are available from 36 holes. Core data exists from 23 boreholes with a total length of 11.5 km at a vertical resolution of 10 m. We carried out a very detailed study on thermal conductivity with regard to anisotropy, inhomogeneity and temperature dependence. Tensor components of thermal conductivity were determined on 1375 core samples from 21 boreholes in 3400 measurements. Additionally, we measured specific heat capacity, heat generation rate, density, porosity, and permeability on selected subsets of core samples. Heat flow from 19 boreholes varies between 31 and 45 mW m−2 with an average value of 38 mW m−2. In most boreholes the vertical heat flow profiles show a considerable variation with depth. This is consistent with observations in the upper part of the Kola super-deep borehole. We conclude that this variation is not caused by technical operations but reflects a natural process. It is considered to be due to a combination of advective, structural and paleoclimatic effects. Preliminary 3-D numerical modeling of heat and flow in the study area provides an indication of relative contributions of each of these factors: advective heat transfer turns out to have a major influence on the vertical variation of heat flow, although transient changes in surface temperature may also cause a significant variation. Heterogeneity of the rocks in the study area is less important. 相似文献
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Deep and Bottom Currents in the Challenger Deep,Mariana Trench,Measured with Super-Deep Current Meters 总被引：3，自引：0，他引：3
Keisuke?TairaEmail author Shoji?Kitagawa Toru?Yamashiro Daigo?Yanagimoto 《Journal of Oceanography》2004,60(6):919-926
The bottom currents in the Challenger Deep, the deepest in the world, were measured with super-deep current meters moored at 11°22′ N and 142°35′ E, where the depth is 10915 m. Three current meters were set at 9687 m, 10489 m and 10890 m at the station in the center of the Challenger Deep for 442 days from 1 August 1995 to 16 October 1996. Although rotor revolutions in 60 minutes of recording interval were zero for 37.5% of the time, the maximum current at the deepest layer of 10890 m was 8.1 cm s−1, being composed of tidal currents, inertia motion and long period variations. Two current meters were set at 6608 m and 7009 m at a station 24.9 km north of the center for 443 days from 31 July 1995 to 16 October 1996, and two current meters at 6214 m and 6615 m at a station 40.9 km south of the center for 441 days from 2 August 1995 to 16 October 1996. The mean flow at 7009 m depth at the northern station was 0.7 cm s−1 to 240°T, and that at 6615 m depth at the southern station was 0.5 cm s−1 to 267°T. A westward mean flow prevailed at the stations, and no cyclonic circulation with mean flows of the opposite directions was observed in the Mariana Trench at a longitude of 142°35′ E. Power spectra of daily mean currents showed three spectral peaks at periods of 100 days, 28–32 days and 14–15 days. The peak at 100 day period was common to the power spectra. 相似文献
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由于福州市龙泉大厦(新都会花园广场)地基覆盖层厚、岩土种类多、下伏基岩火成岩(花岗岩、花岗斑岩)风化岩面起伏大，其基础型式设计为钻孔灌注桩(嵌岩桩)，针对复杂地层中超深钻孔桩(设计平均桩长大于50m)施工的技术难点及采用的技术措施进行了系统的总结，为今后类似项目的施工提供了成功的范例。 相似文献