综合物探方法在广西妙皇隐伏多金属矿勘查中的应用     

刘星  杨秋访 《江苏地质》2018,42(4):668-674

妙皇多金属矿区位于来宾凹陷东缘与大瑶山隆起西侧交接部位,广西大瑶山及其西侧铅锌成矿带中部成矿条件优越,历年来开展过多种研究和找矿方法,但找矿效果不佳。通过研究妙皇铜铅锌银矿区的地质条件和成矿背景,运用综合物探方法,对区内部分地质问题及矿产特征进行了推断和预测。2012年,依据地质物探综合成果布置了ZK22701号验证孔,取得了突破性的进展。同时,依据物探成果推测了矿区成矿机理和成矿模式,在找矿方向和找矿潜力方面进行了分析探讨,对中深部找矿具有很好的指导意义。  相似文献   

Down‐slope facies variability within deep‐water channel systems: Insights from the Upper Cretaceous Cerro Toro Formation,southern Patagonia     

《Sedimentology》2018,65(6):1918-1946

In southern Patagonia, outcrops of the Upper Cretaceous Cerro Toro Formation preserve a >150 km long deep‐water axial channel belt in the Magallanes–Austral Basin, providing a unique opportunity to investigate longitudinal variations in the depositional characteristics of a deep‐water channel system. This study documents sedimentological, stratigraphical and geochronological data from the Cerro Toro Formation in the Argentine sector of the basin. New results are integrated with previous work from the Chilean basin sector to conduct a basin‐scale comparison of the timing of deposition, provenance and lithofacies proportions. The Cerro Toro channel belt includes a nearly 1000 m thick section characterized by high‐density turbidites and mass‐wasting deposits. Two ash beds from the base of the section yield U–Pb zircon ages of 90·4 ± 2 Ma and 88·0 ± 3 Ma, indicating similar initiation ages as documented in the Chilean sector. The U–Pb detrital zircon age spectra from samples in the study area reveal similar provenance trends to samples from the Chilean basin sector, with peak age populations at 310 to 260 Ma, 160 to 135 Ma and 110 to 82 Ma. The maximum depositional age of the channel belt in the Argentine sector is 87·8 ± 1·5 Ma and all new geochronology data corroborate an 86 to 80 Ma depositional age for the main Cerro Toro channel belt. Statistical analyses of 7370 beds from nearly 8000 m of new and previously published stratigraphic sections along the entire outcrop belt suggest progressive variations in the down‐system proportion of lithofacies. In the up‐slope region, lithofacies representing mass wasting processes (for example, debris‐flow and mass‐transport deposits) account for ca 29% of the stratigraphic thickness, as opposed to 5% in the down‐slope region of the channel belt, where turbidity current deposits are more prevalent. The proportion of beds >1 m thick also decreases systematically down slope, particularly for conglomeratic turbidite deposits. This work highlights that: (i) the proportion of thick beds and distribution of lithofacies are key down‐system changes in the stratigraphic fill of this deep‐water channel belt; (ii) detrital zircon trends suggest a relatively well‐mixed longitudinal depositional system; and (iii) geochronology of the main Cerro Toro outcrop belt supports but does not necessitate the model of a single, roughly age‐equivalent, channel system. This study has implications for understanding the downslope variability in depositional processes, stratigraphic architecture and reservoir quality of submarine channel systems.  相似文献   

AlexNet支持下的地图建筑物形状分类方法     

焦洋洋  刘平芝  刘爱龙  刘松林 《地球信息科学学报》2022,24(12):2333-2341

地图目标的形状在地图制图综合、空间查询等研究中发挥着重要作用。地图建筑物形状的识别与分类作为建筑物轮廓化简与典型化的基础,一直是制图综合研究的热点问题。目前,主要的建筑物形状识别方法主要依赖对建筑物轮廓的描述,对建筑物等地图面状要素的形态特征有较强的依赖性,通常只在应对特定类型的规则轮廓或直角化轮廓时能发挥较好的效果,对于形状不规则或复杂的情况识别不佳。本文提出一种AlexNet支持下的地图建筑物形状分类方法,将矢量地图中建筑物数据的形状分类问题,转化为建筑物栅格图像的分类问题,通过完成卷积神经网络的图形分类实现建筑物的形状识别。该方法首先结合空间认知规律提出一系列典型建筑物形状类型,然后利用矢量-栅格转换的方法从OSM数据采样单体建筑物栅格图像,通过人工标识获得建筑物形状分类训练样本,训练AlexNet卷积神经网络分类模型,最后利用训练好的模型对大比例尺建筑物数据进行智能形状分类与识别。本文利用北京、香港2个城市的OSM建筑物数据作为样本训练建筑物形状分类模型,并在广州部分城区的OSM建筑物数据上进行验证。相较传统形状相似性度量方法,本文提出的方法对实验区建筑物的识别分类总体查全率提高了2.48%,达到92.32%,对于较为复杂的形状（如T形、十字形）识别也具有更高的精度,查准率分别提高了13.83%和24.53%。实验结果表明本文提出的方法对建筑物形状分类的效果有明显提升,能够实现常见建筑物形状的有效分类,为下一步的建筑物化简、典型化等综合操作打下了基础。  相似文献   

面向高分遥感影像道路提取的轻量级双注意力和特征补偿残差网络模型     

陈振  陈芸芝  吴婷  李佳优 《地球信息科学学报》2022,24(5):949-961

针对高分辨率遥感影像背景复杂,道路提取容易受阴影、建筑物和铁路等背景信息干扰的问题,提出一种带有轻量级双注意力和特征补偿机制的DAFCResUnet模型。该模型在ResUnet的基础上,通过增加轻量级的双注意力和特征补偿模块实现模型在性能和时空复杂度上的平衡。其中,双注意力模块可以增强模型的特征提取能力,特征补偿模块可以融合网络中来自深浅层的道路特征。在DeepGlobe和GF-2道路数据集上的实验结果表明,DAFCResUnet模型的IoU和F1-score可以达到0.6713、0.8033和0.7402、0.8507,模型的整体精度优于U-Net、ResUnet和VNet模型。与U-Net和ResUnet模型相比,DAFCResUnet模型仅增加了少量的计算量和参数量,但IoU和F1-score均有较大幅度的提高;与VNet模型相比,DAFCResUnet模型在计算量和参数量远低于VNet的情况下取得了更高的精度,模型在精度和时空复杂度两方面均有优势。相比其他对比模型,DAFCResUnet模型具有更强的特征提取和抗干扰能力,能更好解决道路上的干扰物、与道路特征相似地物、树荫或阴影遮挡等造成的道路空洞、误提和漏提现象。  相似文献   

岩石锚桩基础的承压力与抗拔力之应用   总被引：1，自引：0，他引：1  

黄皖平 《安徽地质》2005,15(4):318-320

根据“110kV绩溪-旌德”线路现场设计及施工情况,系统总结了岩石锚桩基础在中风化、强风化的山区中的应用经验,分析了工程设计中锚筋内力、锚桩承载力和粘结力之间关系,合理采用计算公式,获得较好效果。  相似文献   

基础类型对框架结构及场地土地震响应影响试验研究          下载免费PDF全文

王国波  王垚  孙富学  郑年文 《世界地震工程》2022,38(2):096-109

本文设计独立基础框架和整体箱型基础框架结构模型,基于试验数据的对比分析,探讨基础类型与地震动特性对场地土以及结构自身地震响应的影响。试验结果及分析表明:地表结构的存在总体上是放大了地表加速度响应,放大最大幅度达到了40%,影响范围可达3倍的结构跨度,且具有一定埋深的箱型基础的影响大于浅埋独立基础。由于土体对独立基础的约束相对较弱,导致独立基础结构模型的加速度响应总体上大于箱型基础的;独立基础结构模型可能发生摇摆运动导致结构基础竖向响应的频谱特性含有较多的高频成分。另外,地震动特性对结构响应也较显著,其中脉冲地震动NR波的影响最为显著。  相似文献   

双排隔振屏障对振动波的阻隔作用及动力响应分析          下载免费PDF全文

刘晶磊      张业荣      张冲冲      周玮浩     《世界地震工程》2022,38(3):162-170

本文采用模拟试验的方法,对分层土地基中双排隔振屏障对振动波的动力响应进行了探讨,并研究了桩长与土层分界面位置关系、激振频率对其隔振效果的影响作用,得出结论:（1）屏障前振动强度远大于屏障后振动强度,并随着振源距、激振频率、桩长的增加而下降,且屏障前出现明显振动增强现象,在激振频率80 Hz时产生振动峰值,振动强度在高频时基本稳定,继续增加激振频率,振动强度并不会发生明显变化。（2）屏障后中线左右2倍桩长范围内为整个隔振区域的薄弱区,其他区域则由包络线围成一个封闭有效隔振区。（3）屏障对中频和高频有更好的隔振效果,且桩长越大有效隔振面积越大,当桩长超过土层分界面时,有效隔振面积可达到53.25%～69.78%,但此时有效隔振面积增幅由原来的14.29%下降到11.64%,增幅降低了约3%。（4）未设屏障区振动强度较小,随激振频率小范围内浮动,在激振频率为30 Hz和80 Hz时取得振动峰值,且随着屏障布置方向减小,即靠近屏障一侧振动强度较强,远离屏障一侧振动强度较弱。  相似文献   

Numerical analyses of uplift behavior of pile foundation for transmission line structure in frozen soil regions北大核心CSCD     

袁俊  赵杰  唐冲  甘仁钧 《冰川冻土》2022,44(6):1842-1852

Pile foundation is one of the most commonly used and suitable foundations to support transmission line structure, especially in seasonally frozen soil regions and permafrost regions. Axial compression is the controlling condition in the design of foundations for such structures as bridges and buildings, while uplift and overturning will control the design of transmission line structure foundations. This paper presents an extensive overview of previous studies including experimental (e. g., laboratory model test and full-scale field load test), analytical/theoretical (e. g., limit equilibrium and limit analysis based on plasticity)and numerical(e. g., finite difference and finite element methods). The review indicates that study on the uplift behavior of pile foundation in frozen soil is relatively limited, particularly in the case of combined effect of axial uplift and lateral loading. Interaction between pile and frozen soil and mechanism of load transfer along the pile shaft and around the pile tip still remain unclear. Therefore, this paper implements finite difference analysis within FLAC3D to investigate the behavior of pile foundation in frozen silty clay and gravelly sand under axial uplift behavior and the effect of ground condition and lateral loading on the uplift behavior. Because of the axisymmetric condition of the problem studied, only half of the model is simulated. The chosen domain of the medium is discretized into a set of quadrilateral elements and the pile is discretized by the cylinder element. The interaction between the soil and pile is considered according to interface elements. Mohr-Coulomb criterion is adopted to model the soil behavior (perfectly elastic-plastic), while the pile is simply considered as a rigid body. The soil parameters such as Young’s modulus, cohesion and internal friction angle used for numerical analyses are determined by laboratory tests and estimated according to the empirical correlations with in-situ tests. The present numerical modeling is verified with the results from field loading tests on pile foundations in Qinghai-Tibet ±550 kV transmission line project. On this basis, parametric studies are carried out to uncover the behavior of pile in frozen soil. It is observed that pullout is the dominant failure mechanism of pile and the uplift load-displacement curve clearly exhibits an asymptote, consisting of initially linear elastic, nonlinear transition, and finally linear regions. These results are consistent with the observations in a few previous studies. In addition, larger uplift capacity of pile foundation in freezing period and gravelly sand is gained (about 20%). Lateral loading increases the deflection and therefore, decreases the uplift capacity of pile foundation. For the convenience of using the results obtained in practice, the values of uplift factor for pile foundation in silty clay and gravelly sand are provided. Finally, it should be noted that the method used, and the results obtained in the current work could be useful for engineers and designers, at least providing them some qualitative evidence for pile design in seasonally frozen soil regions and permafrost regions. This is important and necessary to ensure the safety of construction in such regions. Meanwhile, numerical analyses in the current work can be a benchmark example for subsequent research studies. © 2022 Science Press (China).  相似文献   

有载冻融作用对深部重塑黏土抗剪强度影响的试验研究北大核心CSCD     

周志  李海鹏  王建伟  康庆平  张洋  李智涵  杨念 《冰川冻土》2022,44(2):583-590

深厚表土层冻结法凿井工程中,深部土体由于经历了高压冻融作用,导致其工程性质变化,认识冻融作用对其强度与变形影响,对于冻融病害防治有一定意义。本文通过室内试验对深部重塑黏土进行了有载冻融,并对不同干密度、围压、冻结温度和融化温度条件下的深部冻融重塑黏土进行三轴剪切试验,探讨有载冻融作用下深土重塑土抗剪强度的变化规律。研究结果表明:冻融作用使深部重塑黏土的偏应力-应变关系由软化型转变成硬化型;同时,经冻融作用后其抗剪强度与割线模量都产生了一定的下降,在本试验条件下,抗剪强度最高下降了48.8%,割线模量E_()最大下降了72.0%。通过对各影响因素的显著性分析,发现初始干密度对抗剪强度和割线模量影响最为显著,围压对两者的影响最弱。  相似文献   

深部地质钻探钻进过程流式大数据分析与动态预处理——以辽宁丹东3000 m科学钻探工程为例          下载免费PDF全文

甘超  曹卫华  王鲁朝  吴敏 《探矿工程》2022,49(4):1-7

深部地质钻探钻进过程数据价值密度低,传统方法难以在钻中流式大数据条件下有效去除尖峰、毛刺等各类钻进过程数据噪声。本文提出一种深部地质钻探钻进过程流式大数据分析与动态预处理方法,并成功应用于辽宁丹东3000 m科学钻探工程。首先,深入分析过程工艺和数据处理需求,建立深部地质钻探钻进过程流式大数据分析与动态预处理框架结构;然后,运用限幅滤波结合过程数据分布特征、司钻/机长人工操作经验去除过程数据中的离群值;接着,引入滑动窗口策略对流式钻进大数据进行动态处理,在每个窗口中运用Savitzky Golay滤波进一步提升数据质量。仿真实验和工程应用结果验证了本文方法具有很好的工程适用性和有效性。  相似文献