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Yajun Xin Mengyuan Li Dingchao An Hongying Ji Jichun Kang 《Arabian Journal of Geosciences》2017,10(14):311
Based on calculations of rock fracture surface and angle, incremental-load creep experiments were conducted on two groups of major-defect fractured rock specimens in an RLW-2000 rheology test system. The research investigated the fracture type and the creep properties of major-defect fractured rock and analyzed the relationships between failure load and horizontal or vertical projection distance, and between each of theme and fracture area or angle. The results showed that rock fracture was divided into three types according to the distribution, including I, II, and III types. I, II, and III types were respectively an internal fracture running through neither the upper nor lower end, one through the upper or lower end and one through both upper and lower ends, and a III type was further sub-divided into IIII and IIIII types. The instantaneous strain was larger than the creep strain under the same creep loading stage. As the creep loading increased on two groups of major-defect fractured rock, the instantaneous strain decreased abruptly and then increased abruptly, while the creep strain decreased rapidly at first and later increased near-linearly. When the failure angle was larger than the friction angle, failure load was positively correlated with failure angle yet was negatively correlated with vertical projection distance. Vertical projection distance and fracture angle, which decided fracture type, controlled rock failure load. Failure load increased in turn from I type to III type, and low-type fracture determined mainly failure load in multiply-fracture specimen. 相似文献
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Water-saturated Na bentonite clay with a bulk density of 2 g/cm3 was autoclaved at 150 and 200°C for up to 0.5 years and then left to rest under confined conditions at room temperature for several weeks. Transmission electron microscopy with elemental micro-analysis was applied to study hydrothermally induced changes, which were found to have the form of particle reorganization and, at 200°C, release and precipitation of silica. The precipitations are suspected to be hydrated amorphous silica gels. The microstructural alteration, which was more obvious at 200°C than at 150°C, involved regrouping of previously dispersed and expanded stacks of montmorillonite flakes to yield dense branches of interwoven, contracted stacks separated by large voids. 相似文献
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本文是文献[1]的继续。采用轴对称的动力方程组对台风中层对流层和边界层两个区域求得解析解,利用得到的结果讨论了台风形成和维持的动力机制;在边界层采用海气耦合方程组计算发现,高海温中心区有利于台风边界层低压扰动的加深。 相似文献
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-Among four species of Littorinid, Littorina scabra, L. brevicula, Nodiliitorina millegrana and N. pyramidalis pyramidalis, on the hard intertidal zone in the Jiulong Estuary, Fujian, L. scabra has the most extensive distribution both vertically and horizontally, and the highest anual average density. The uppermost limit of vertical distribution of N. pyramidalis pyramidalis is higher than the other three Littorinid. Desiccation is a main factor affecting the uppermost limit of vertical distribution of the Littorinid. The increasing wave action will raise the uppermost limit vertical distribution of Littorinid. With seasonal changes, the densities of the Littorinid also change in different tidal zonations. Difference in salinity is the main factor affecting the horizontal distribution of the Littorinid in the estuary. 相似文献
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阐述了岩质边坡岩体力学参数研究的意义,介绍了国内外常用的几种岩体力学参数的确定方法,但其准确性值得商榷和论证。针对Hoek-Brown强度准则D值的确定存在的困难,基于模糊综合评判,对产生扰动的影响因数综合考虑,确定了依托工程的D值,工程应用表明更加接近实际情况,并且探讨了岩质边坡的岩体以滑动面为界限划分扰动区与非扰动区的合理性,克服了其他公式的不足。以利比里亚邦矿铁矿岩体力学参数研究为例,分别用计算出的修正参数和其他几种方法进行计算分析对比,结果表明所计算出的修正D值更能反映实际的扰动程度,并论证了划分扰动区与非扰动区的合理性和意义,具有重要参考价值。 相似文献
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本文论述在新形势下地震台站体制、任务改革的必要性与可行性,认为地震台实行地震监测、科研、预报三结合和将单一观测型台站转化成观测--科研型台站系我国地震台站的发展方向。文中结合牡丹江等地震台的实践对三结合地震台站建设的实施办法和管理体制进行了讨论。 相似文献