Assessing model of highway slope stability based on optimized SVM     

《China Geology》2020,3(2):339-344

Considering the geological hazards attributed to the highway slope, using a common simple model cannot accurately assess the stability of the slope. First, principal component analysis (PCA) was conducted to extract the principal components of six factors (namely, bulk density, cohesion, internal friction angle, slope angle, slope height, and pore water pressure ratio) affecting the slope stability. Second, four principal components were adopted as input variables of the support vector machine (SVM) model optimized by genetic algorithm (GA). The output variable was slope stability. Lastly, the assessing model of highway slope stability based on PCA-GA-SVM is established. The maximal absolute error of the model is 0.0921 and the maximal relative error is 9.21% by comparing the assessment value and the practical value of the test sample. The above studies are conducive to enrich the assessing model of highway slope stability and provide some reference for highway slope engineering treatment.  相似文献   

南海东北部陆架边缘第四纪高分辨率层序地层和沉积体系演化及其控制因素     

刘汉尧  林畅松  张忠涛  张博  姜静  田洪训  刘欢 《海洋学报(英文版)》2019,38(5):86-98

The northeastern shelf margin of the South China Sea(SCS) is characterized by the development of large scale foresets complexes since Quaternary. Based on integral analysis of the seismic, well logging and paleontological data, successions since ～3.0 Ma can be defined as one composite sequence, consist of a set of regional transgressive to regressive sequences. They can be further divided into six 3 rd order sequences(SQ0–SQ5) based on the Exxon sequence stratigraphic model. Since ～1.6 Ma, five sets of deltaic systems characterized by development of wedge-shaped foresets complexes or clinoforms had been identified. High-resolution seismic data and the thick foresets allowed further divided of sub-depositional sequences(4 th order) of regression to transgression, which is basically consistent with published stacked benthic foram O-isotope records. Depositional systems identified in the study area include deltaic deposits(inner-shelf deltas and shelf-edge deltas), incised valleys, and slope slumping massive deposits. Since ～1.6 Ma, clinoforms prograded from the southern Panyu Lower Uplift toward the northern Baiyun Depression, shelf slope break migrated seaward, whereas the shelf edge of SQ0 migrated landward. The development of incised valleys in the continental shelf increased upward,especially intensive on the SB3 and SB2. The slumping massive deposits increased abruptly since SB2, which corresponds to the development of incised valleys. The evolution of depositional systems of continental slope mainly controlled by the combined influence of sea level changes, tectonic movements, sediment supply and climate changes. Since ～3.0 Ma, relative sea level of the northern SCS had been experienced transgression(～3.0 Ma BP) to regression(～1.6 Ma BP). The regional regression and maximum transgressions of the composite sequences were apparently enhanced by uplift or subsidence related to tectono-thermal events. In addition,climatic variations including monsoon intensification and the mid-Pleistocene transition may have enhanced sediment supply by increasing erosion rate and have an indispensable influence on the development of the incised valleys and 5 sets of deltaic systems since ～1.6 Ma.  相似文献   

波浪溢流作用下海堤内坡高性能加筋草皮护坡防侵蚀特征研究     

潘毅  张同鑫  周子骏  陈永平 《海洋工程》2019,37(1):29-36

基于1∶1的大型水槽试验结果,分析了波浪溢流过程中位于海堤内坡的高性能加筋草皮护面的侵蚀特征。试验观察表明试验期间有一定土壤的损失,但护坡无明显的破坏;土面高度测量表明,当土壤流失发展到一定深度后,如果水动力强度变化不大,侵蚀趋于逐渐停止,这种现象称为侵蚀上限;结合试验现象对侵蚀上限进行了初步解释,并讨论了侵蚀上限达到前的侵蚀速率特征;植株密度监测表明,试验期间的草茎密度基本不变,草叶密度在开始几次试验期间持续减小,而后达到一个稳定值,这对于海堤的可持续防护有重要意义。研究成果能够为波浪溢流期间海堤内坡防御的相关研究和工程措施提供参考依据。  相似文献   

基于海图数据的水下岸坡插值精度分析对比研究     

徐洋  战超  王庆  于君宝  栗云召  董程 《海洋通报》2019,38(6):632-639

数字高程模型是研究水下岸坡冲淤变化的一种重要手段。不同的插值方法和像元大小都会对数字高程模型的精度产生影响,从而导致冲淤分析结果的变化。本研究使用了六种常用的插值方法 (ANUDEM、反距离函数法、克里金法、自然邻域法、样条函数法、不规则三角网转栅格法)对莱州湾和烟台港不同年份和尺度的水深数据进行了插值,计算了均方根预测误差、源数据残差均方根误差、残差均值、残差最大值和残差最小值等精度计算指标。结果表明ANUDEM和自然邻域法的均方根预测误差和源数据残差均方根误差均小于1 m。ANUDEM和自然邻域法对不同尺度的水下岸坡数据插值有着较好的适用性。  相似文献   

考虑洞室岩体应力型破坏特征的局部地应力反演方法及应用     

裴书锋  赵金帅  于怀昌  刘国锋  夏跃林  张頔  徐进鹏 《岩土力学》2020,41(12):4093-4104

介绍了一种考虑地下洞室片帮、钻孔剥落等岩体应力型破坏特征为信息源，通过数值模拟智能反演方法预测高应力大型地下洞室群围岩局部应力场的新思路。该方法将地下洞室群片帮、钻孔剥落等应力型破坏的位置、深度或者宽度进行定量描述，以弹性模型计算获得的常偏应力大于岩体启裂强度的范围来表示应力型破坏范围，通过分析实测地应力数据约束部分地应力数量，然后采用智能数值反演方法得到其他的地应力分量。采用该方法预测了白鹤滩水电站右岸地下厂房0+76断面附近围岩地应力场，反演获得最大主应力在34 MPa左右。通过其他部位岩体破裂的数值模拟和观测结果对比，验证了地应力场预测的合理性。  相似文献   

川藏铁路交通廊道地质调查工程主要进展与成果     

郭长宝  王保弟  刘建康  涂杰楠  张永双  马剑飞  铁永波  韩冰  马鑫  刘峰  李雪  孟文  钟宁  杨志华  吴瑞安 《中国地质调查》2020,7(6):1-12

川藏铁路是我国正在规划建设的重点工程,由于其位于地形地貌和地质构造都极为复杂的青藏高原东部,在铁路规划建设中面临一系列迫切需要解决的关键地质问题: 区域性活动断裂与断错影响、地质灾害、高地应力及其引起的岩爆和大变形、高温热害、断裂带高压水与涌水突泥、高陡边坡稳定性等。为满足技术支撑川藏铁路规划建设、精准服务国家重大战略实施的需要,中国地质调查局部署了“川藏铁路交通廊道地质调查工程”,聚焦制约川藏铁路规划建设的关键问题,充分发挥地质调查工作对国家重大工程规划建设的支撑作用。2019年主要完成铁路沿线1:5万区域地质调查1 350 km²、1:5万地质灾害调查5 000 km²,建设6口大地热流地质参数井、8个地温监测站,完成地应力测量20孔,编制完成11份地质调查专报,提出的大渡河大桥段、理塘车站段、毛垭坝盆地段等线路优化建议/防灾建议被采纳; 首次将1:5 000大比例尺航空物探技术引入复杂山地铁路工程勘察,创新形成千米级超长水平钻孔定向取心钻进技术,实现500 m深的水平孔地应力测量突破等。该工程通过2019年调查研究,全力提升了铁路沿线地质调查程度与精度,并创新了复杂艰险山区重大工程地质问题与探测技术、地质灾害风险防控理论与减灾关键技术,有效支撑服务了川藏铁路规划建设。  相似文献   

建筑物侧面轮廓线约束的高分辨率遥感影像建筑物高度估算方法     

陈辉  张卡  宿东  王蓬勃 《测绘通报》2019,(9):34-37,72

针对现有利用阴影长度法提取建筑物高度时存在的阴影间相互遮挡问题，提出了一种基于建筑物侧面轮廓线进行建筑物高度估算的新方法。首先，利用RPC模型计算建筑物像点位移的方向与卫星成像角度，再将遥感影像进行旋转，使建筑物像点位移沿水平方向；然后，利用Canny算法进行轮廓检测，并构建一定长度的矩形形态学结构元素，对轮廓图像进行形态学开运算，以提取侧面轮廓线，再利用Hough变换与建筑物角点约束，对所提取的轮廓线进一步筛选；最后，根据卫星侧视成像时建筑物高度与像点位移的几何关系进行建筑物的高度估算。利用实际的高分辨率卫星影像对本文方法进行了验证，并与阴影法估算建筑物高度进行了对比。试验结果证明，利用建筑物侧面轮廓线进行建筑物高度估算平均误差可以达到0.7 m，且实际精度优于使用阴影法进行建筑物高度估算。  相似文献   

机载激光点云中高压电塔自动识别方法   总被引：2，自引：2，他引：0  

刘洋  杨必胜  梁福逊 《测绘通报》2019,(1):34-38

提出了一种基于格网特征的机载激光点云高压电塔自动识别方法。首先对机载激光点云数据进行滤波去噪处理；然后对点云数据进行规则格网化特征分析获得高压电塔粗识别区域；最后对粗识别区域进行外接邻域网格线性特征悬空点集检测以确定电塔识别结果，并以分层切片法分析获取电塔平面中心坐标。采用大型无人机实际线路巡检获取的机载点云数据对本文算法进行验证，试验结果表明本算法可实现高压电塔的快速自动识别，对无人机电力巡检智能诊断具有一定的促进作用。  相似文献   

Displacement analytical prediction of shallow tunnel based on unified displacement function under slope boundary     

Fanchao Kong  Dechun Lu  Xiuli Du  Chenpeng Shen 《国际地质力学数值与分析法杂志》2019,43(1):183-211

For slope condition of ground surface, the asymmetrical deformation about the vertical center line and the horizontal center line of the tunnel cross section can be formed. A unified displacement function expressed by the Fourier series is presented to express the asymmetrical deformation of the tunnel cross section. Five basic deformation modes corresponding to the expansion order 2 are a complete deformation mode to reflect deformation behaviors of the tunnel cross section under slope boundary. Such this complete displacement mode is implemented into the complex variable solution for analytically predicting tunneling-induced ground deformation under slope boundary. All of these analytical solutions are verified by good agreements of the comparison between the analytical solutions and finite element method results. A parameter study is carried out to investigate the influence of deformation modes of the tunnel cross section, geometrical conditions of the tunnel and the slope angle, and “Buoyancy effect” on the displacement field. Finally, the proposed method is consistent with measured data of the Hejie tunnel in China qualitatively. The presented solution can provide a simplified indication for evaluating the ground deformation under slope condition of ground surface.  相似文献   

高烈度区双洞隧道洞口段地震响应分析与振动台模型试验          下载免费PDF全文

皇民  苑俊杰  赵玉如  毕洁同  王松 《中国地质灾害与防治学报》2020,31(1):113-119

强震作用下,隧道地下结构损伤严重,其中洞口段更是抗震的薄弱环节,但其影响规律和特点目前尚缺乏系统的计算分析和研究。以强震区扯羊隧道为例,首先采用FLAC3D对双洞隧道洞口段地震响应进行分析,再用模型试验的方法进行洞口段模型试验,测量其地震响应应变规律,观测其震害发展情况,并与数值分析结果相互验证。结果表明:地震作用下,隧道仰拱横向位移较大;随着隧道埋深增加,内力逐步增加,其中墙角部位内力较大;洞口处隧道围岩在强震作用下会产生贯通性裂缝,影响隧道洞口稳定;地震作用下的明洞与暗洞交接处内力较大;地震作用下的双洞隧道之间存在较强的动力相互作用。  相似文献