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131.
This study evaluates the geothermal history of Palaeozoic sedimentary rocks from the easternmost part of the Variscan external zone in the NE Czech Republic. The objective was to investigate the geothermal history of pre‐Variscan Palaeozoic carbonates in the study area, and to assess its relationship with that of the overlying Variscan flysch. In the study area, the Palaeozoic succession occurs at the surface or is overlain by Miocene sediments of the Carpathian Foredeep. Palaeozoic nappes and the main Variscan overthrust have been documented in the subsurface at the deep Pot?tát‐1borehole. Vitrinite reflectance measurements on 38 samples from the Pot?tát‐1 well and 19 samples from nearby surface outcrops and shallow boreholes were available. A 2D thermal model was created using PetroMod and the thermal maturity evolution was modelled by EASY%Ro. The thermal model was constructed based on interpretations of two NW‐SE seismic profiles (lines 5/83 and 5/84) oriented perpendicular to the main Variscan thrusts. The results were calibrated using measured vitrinite reflectance and were adjusted with 1D models from three shallow boreholes. At the Pot?tát‐1 borehole, modelled maximum palaeo‐temperatures of the Variscan flysch (Moravice Formation) ranged from 310°C at a depth of 7.3 km (the top of the preserved succession) to 395°C at the base of the succession, resulting in thermal maturities of >4%Rr. Peak maturation occurred prior to the end of Variscan thrusting. Modelling suggests that the basal heat flow for these thrust units reached a maximum value of 63 mW/m2 at 325 Ma. In addition, the modelling suggests that the maturity of the Palaeozoic carbonates was controlled by the thickness of the overlying Variscan flysch nappes. Maximum palaeo‐temperatures for the Palaeozoic carbonates ranged from 265°C at the top of the interval (at a depth of 7.1 km) to 290°C at the base, resulting in a maturity of 3.8 to >4%Rr which is within the dry gas window. The study suggests that basal heat flows in the original (pre‐thrust) Early Carboniferous sedimentary basin were slightly higher than those in the post‐thrust location for the Variscan flysch nappes. This should be taken into account when evaluating the petroleum system in the South Moravian oil province (SW Czech Republic) where a complete sedimentary sequence has not been preserved. 相似文献
132.
Geotextile is an effective reinforcement approach of slopes that experiences various loads such as drawdown. The geotextile reinforcement mechanism is essential to effectively evaluate the safety of geotextile-reinforced slopes under drawdown conditions. A series of drawdown centrifuge model tests were performed to investigate the deformation and failure behaviors of slopes reinforced with different geotextile layouts. The deformation and failure of unreinforced and reinforced slopes were compared and the geotextile reinforcement was indicated to significantly increase the safety limit and the ductility, reduce the displacement, and change the failure feature of slopes under drawdown conditions. The slopes exhibited remarkable progressive failure, downward from the slope top, under drawdown conditions. The progressive failure was induced by coupling of deformation localization and local failure based on full-field measurements of displacement of slopes subjected to drawdown. The geotextile reinforced the slope by decreasing and uniformizing the slope deformation by the soil-geotextile interaction. Through geotextile displacement analysis, the geotextile-reinforced slope was divided into the anchoring zone and the restricting zone by a boundary that was independent of the decrease of water level. The geotextile restrained the soil in the anchoring zone and the soil restrained the geotextile in the restricting zone. The reinforcement effect was distinct only when the geotextile was long enough to cross the slip surface of the unreinforced slope under drawdown conditions. 相似文献
133.
Facial Expression Recognition (FER) is an important subject of human–computer interaction and has long been a research area of great interest. Accurate Facial Expression Sequence Interception (FESI) and discriminative expression feature extraction are two enormous challenges for the video-based FER. This paper proposes a framework of FER for the intercepted video sequences by using feature point movement trend and feature block texture variation. Firstly, the feature points are marked by Active Appearance Model (AAM) and the most representative 24 of them are selected. Secondly, facial expression sequence is intercepted from the face video by determining two key frames whose emotional intensities are minimum and maximum, respectively. Thirdly, the trend curve which represents the Euclidean distance variations between any two selected feature points is fitted, and the slopes of specific points on the trend curve are calculated. Finally, combining Slope Set which is composed by the calculated slopes with the proposed Feature Block Texture Difference (FBTD) which refers to the texture variation of facial patch, the final expressional feature are formed and inputted to One-dimensional Convolution Neural Network (1DCNN) for FER. Five experiments are conducted in this research, and three average FER rates 95.2%, 96.5%, and 97% for Beihang University (BHU) facial expression database, MMI facial expression database, and the combination of two databases, respectively, have shown the significant advantages of the proposed method over the existing ones. 相似文献
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136.
为了保证露天矿安全生产,需要对边坡稳定性进行分析和优化。在对鹿鸣钼矿前期的地质资料和岩石力学参数进行研究的基础上,针对矿区的弱结构面区域2-2剖面,以几何相似常数300为比例搭建实验室模型,布置位移监测点及应力监测点,模拟实际边坡开挖过程,采集相关数据分析边坡稳定性。通过模拟分析得到2-2剖面240m平台和270 m平台存在失稳的可能性。在露天边坡开挖工作中,台阶边坡容易发生变形破坏,弱结构面与断层有交叉和台阶边坡位于弱结构面区域更易发生变形破坏。研究结果为鹿鸣钼矿的安全生产提供了一定的理论依据。 相似文献
137.
基于锥体排除法的露天矿最终境界优化 总被引：1，自引：0，他引：1
我国经济进入新常态,钢铁冶金业大力淘汰过剩产能,加之世界铁矿市场疲软,铁矿价格持续低迷,矿山企业面临降低成本的巨大压力。对于露天矿山,提高帮坡角是充分回收资源、降低生产成本、增加矿山效益的重要手段。鉴于此,通过Opmetalminer软件建立矿床数值模型,按0.5°步长优化得到不同上盘帮坡角所对应的境界内矿岩量、总盈利、开采范围和开采深度的变化情况,通过对比分析给南芬露天矿降低生产成本提供决策。研究表明:随着帮坡角度数的提高,与基准境界相比,采出矿石量有所增加,剥离岩石量有增加有减少,总盈利增加,开采范围和开采深度在不同区域变化趋势相反。 相似文献
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139.
露天矿采场边坡、交通路堑边坡、水电工业场地边坡等岩石开挖工程均采用钻眼爆破,目的是破碎岩石。通常爆破力并不停止在破碎线,而是继续深入到帮壁的岩石中,这就弱化了岩石,有时甚至破坏了正好维持稳定性所需要的强度。众所周知,一般爆破后岩石后冲较大,往往造成与爆源直接邻近的边壁损坏,如台阶(梯段)顶部的龟裂,表层岩石的松动, 相似文献
140.
边坡稳定性分析方法的研究 总被引：4，自引：0，他引：4
边坡岩体的变形和破坏严重地威胁到国家财产和人们的生命安全,对边坡安全性进行正确评价、对变形趋势进行准确预测,然后采取合理的治理措施是减少滑坡灾害与经济损失的一个重要途径.因此,正确的边坡安全评价方法与预测手段非常重要;就目前边坡工程常用的稳定性评价方法的优缺点进行分析,对未来研究方向及发展趋势进行展望. 相似文献