Dual Control of Depositional Facies on Uranium Mineralization in Coal‐bearing Series: Examples from the Tuanyushan Area of the Northern Qaidam Basin,NW China     

GUO Biao  SHAO Longyi  WEN Huaijun  HUANG Guangnan  ZOU Mingjun  LI Yonghong 《《地质学报》英文版》2018,92(2):733-754

The uranium deposits in the Tuanyushan area of northern Qaidam Basin commonly occur in coal-bearing series. To decipher the U-enrichment mechanism and controlling factors in this area, a database of 72 drill cores, including 56 well-logs and 3 sampling wells, was examined for sedimentology and geochemistry in relation to uranium concentrations. The results show that coal-bearing series can influence uranium mineralization from two aspects, i.e., spatial distribution and dynamic control. Five types of uranium-bearing rocks are recognized, mainly occurring in the braided river and braided delta sedimentary facies, among which sandstones near the coals are the most important. The lithological associations of sandstone-type uranium deposits can be classified into three subtypes, termed as U-coal type, coal-U-coal type, and coal-U type, respectively. The coal and fine siliciclastic rocks in the coalbearing series confined the U-rich fluid flow and uranium accumulation in the sandstone near them. Thus, the coal-bearing series can provide good accommodations for uranium mineralization. Coals and organic matters in the coal-bearing series may have served as reducing agents and absorbing barriers. Methane is deemed to be the main acidolysis hydrocarbon in the U-bearing beds, which shows a positive correlation with U-content in the sandstones in the coal-bearing series. Additionally, the δ13 C in the carbonate cements of the U-bearing sandstones indicates that the organic matters, associated with the coal around the sandstones, were involved in the carbonation, one important component of alteration in the Tuanyushan area. Recognition of the dual control of coal-bearing series on the uranium mineralization is significant for the development of coal circular economy, environmental protection during coal utilization and the security of national rare metal resources.  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   

起始方位角误差对附合导线平差结果的影响   总被引：1，自引：0，他引：1  

张景湘  马捷  赵龙平 《测绘科学技术学报》2006,23(1):62-64,68

附合导线是工程测量中最常见的布网形式.结合附合导线平差过程,文中用真误差分析方法推导了起始方位角误差对附合导线平差结果的影响公式;通过分析与数据计算,得到了起始方位角误差对平差后导线点坐标和导线边方位角的影响规律;并与测角误差影响进行比较,得出了起始方位角误差影响可忽略的条件,对导线测量的理论研究与生产实践具有参考意义.  相似文献   

Seismic performance of two-story subway station structures with different isolating systems     

《地震研究进展（英文）》2022,2(4):100155

When the sliding bearing is fixed only at the top of the middle column of the underground structure, the cracks at the side end of the middle plate should be aggravated while the seismic damage of the mid-column should be alleviated. To enhance the seismic performance of the mid-plate, a new isolation design method has been mentioned while the elastic sliding bearings are set at the top of the mid-columns and between the side end of the mid-plate and the side wall at the same time. By establishing a nonlinear finite element analysis model for the static-dynamic coupling interaction system, the seismic response characteristics of the cast-in-place station structure without a sliding bearing have been analyzed and compared with those of the station structure with the sliding bearing fixed only at the top of the middle columns, and those of the station structure with sliding bearing be fixed between the mid-plate and the sidewall at the same time. The results show that the new isolation station structures suffer fewer earthquake damages at the mid-plate and mid-columns at the same time, which can improve the overall seismic performance of the subway station structure.  相似文献   

竖波钢板组合剪力墙震损修复研究          下载免费PDF全文

王威  赵昊田  权超超  宋鸿来  李昱  周毅香 《世界地震工程》2022,38(2):067-79

钢板组合剪力墙在强震作用下受损严重,震损修复问题较为突出。现设计一片以方钢管作为边缘约束构件的竖波钢板组合剪力墙,在最大弹塑性层间位移角时的震损情况进行分析:竖波钢板组合剪力墙边缘约束方钢管刚度较大,与墙体不匹配,最终发生方钢管从地梁拔动的脆性破坏模式。对竖波钢板组合剪力墙进行震损修复,得到墙趾可更换竖波钢板组合剪力墙,然后进行拟静力试验。试验结果表明:（1）在震损后的竖波钢板组合剪力墙的墙趾处安装阻尼器,其抗震性能基本得到恢复。（2）修复后的竖波钢板组合剪力墙承载力较修复前降低了23%,但延性和耗能能力显著提升。（3）改变了竖波钢板组合剪力墙的破坏模式,由脆性破坏转化为延性破坏。借助有限元软件详细讨论了内嵌竖向波形钢板厚度和波角、轴压比、阻尼器腹板数量对修复后竖波钢板组合剪力墙抗剪承载力的影响,结果表明:改变内嵌竖向波形钢板厚度对试件抗剪承载力影响较大,而改变内嵌竖向波形钢板波角、轴压比和阻尼器腹板数量对试件抗剪承载力影响较小。结合有限元算例,提出修复后竖波钢板组合剪力墙抗剪承载力的计算公式,可为工程实际提供参考。  相似文献   

内约束方钢管混凝土柱抗震性能研究          下载免费PDF全文

张涛  史科  薛茹  刘崇旺  赵辉川  尹奕翔 《世界地震工程》2022,38(4):095-102

由于方钢管对混凝土约束作用较弱,地震作用下方钢管混凝土柱底部钢管易出现屈曲,因此本文提出一种新型内约束方钢管混凝土柱。基于ABAQUS有限元软件,本文采用合理的材料本构模型建立内约束方钢管混凝土柱三维实体精细有限元模型,该模型能准确反应钢管、混凝土以及拉筋之间的相互作用,又能反应拟静力作用下混凝土的塑性损伤和钢材的循环硬化规律。有限元结果与试验结果吻合良好。首先,在此基础上笔选出最佳内约束形式,对拉箍筋方钢管混凝土柱的抗震性能明显优于圆环箍筋;其次,提出在不同轴压比下内约束方钢管混凝土柱的焊接拉筋最佳布置长度和合理体积配箍率;再次,探讨不同参数对内约束方钢管混凝土柱滞回性能的影响,结果表明:提高截面含钢率和长细比能有效改善组合柱的极限承载力,而轴压比在一定范围内有利于能提高柱的承载力;最后,讨论了约束措施对内约束方钢管混凝土柱耗能性能的影响。  相似文献   

ZHDN-SDR 150A型高频声波钻机设计          下载免费PDF全文

潘云雨  梅金星  徐静  高翔  潘俊 《探矿工程》2022,49(2):135-144

文章主要介绍了ZHDN-SDR 150A 型高频声波钻机设计及其验证测试,为该钻机应用于污染场地调查和治理提供理论依据和技术指导。论文阐述了钻机总体设计思路及主要性能参数指标,系统分析了高频声波动力头、钻机主体、配套钻具结构设计及其技术创新。该钻机在两种不同地层进行了验证测试,各项测试指标均达到设计要求。将验证测试结果与国内外同类钻机对比表明,ZHDN-SDR 150A型钻机主要性能参数与关键装置已处于国内先进和国外并跑水平。该型钻机在振动频率、地层适用性、钻具使用寿命等方面优势显著,但是存在过高温度运行条件下钻进效率降低、智能自动化水平不足的问题,需进一步研发耐高温强硬度新材料和改进远程无线操控系统。  相似文献   

Geochemistry and Petrogenesis of Late Ediacaran Rare-metalAlbite Granites of the Arabian-Nubian Shield     

Bassam A. ABUAMARAH  Mokhles K. AZER  Paul D. ASIMOW  Habes GHREFAT  Heba S. MUBARAK 《《地质学报》英文版》2021,95(2):459-480

The Abu Dabbab albite granite(ADAG), in the central Eastern Desert of Egypt, hosts the most significant rare metal ore deposit in the northern part of the Neoproterozoic Arabian-Nubian Shield. Here, we report detailed field,petrographic, mineralogical and geochemical investigation of the ADAG, an isolated stock-like granitic body with sharp intrusive contacts against metamorphic country rocks, probably emplaced at about 600 Ma. The fine-grained porphyritic upper unit is a preserved remnant of the shallowly-emplaced apex of the magma chamber, whereas the medium-grained lower unit crystallized at deeper levels under subvolcanic conditions. The peraluminous leucocratic ADAG shares common geochemical characteristics with post-collisional intraplate A-type magmas. In addition to the conspicuous enrichment in Na2 O, the ADAG is remarkable for its anomalous concentrations of Ta, Nb, Li, Hf, Ga, Sn, Zn and heavy rare-earth elements. Nb-Ta minerals in the ADAG are mixed with Fe-Mn oxides, forming black patches that increase in abundance toward of the base of the intrusion. Columbite-tantalite, cassiterite and wolframite are the most important ore minerals.Pronounced negative Eu anomalies(Eu/Eu* = 0.10–0.24) reflect extreme magmatic fractionation and perhaps the effects of late fluid-rock interaction. The ADAG was most likely generated by partial melting of the juvenile middle crust of the ANS as the geotherm was elevated by erosional uplift following lithospheric delamination and it was emplaced at the intersection of lineations of structural weakness. Although formation of the ADAG and its primary enrichment in rare metals are essentially due to magmatic processes, late-stage metasomatism caused limited redistribution of rare metals. Fluid-driven subsolidus modification was limited to the apex of the magma chamber and drove development of greisen, amazonite, and quartz veins along fracture systems.  相似文献   

成层软土地基预固结处理后桩基水平承载力估算方法     

黄朝煊  袁文喜  胡国杰 《岩土力学》2021,(1):113-124,134

目前通过对软土地基预加固处理来提高桩基水平承载力已被工程界认可,但如何在工程前期设计过程中估算软土地基预处理后桩基水平承载力提高值仍是技术难点。基于此,参考Bowles[1]的地基土水平抗力计算式,同时考虑成层软土地基预排水固结处理影响,通过数学推导,推求出根据原状软土室内土工试验抗剪强度指标及预加固处理时间,估算软土地基预处理后桩基水平承载力提高值的实用计算方法。考虑桩侧土弹塑性屈服影响,推导出成层软土中水平受荷桩弹塑性解析解及塑性区深度的计算式,给出了桩顶水平位移、桩身最大弯矩的无量纲计算式及相关计算源代码。依托于浙江省某水闸桩基工程案例,根据提出的计算方法对桩基水平承载力、桩顶水平位移及桩身最大弯矩等性状进行预估计算,并与地基预处理前、后现场试桩检测值进行验证对比,认为桩基水平承载力、桩顶水平位移及桩身最大弯矩等预估计算成果与工程现场试桩的检测值较接近,对类似工程设计具有较好的参考价值。  相似文献   

静压桩承载力时间效应的研究进展     

王永洪  黄永峰  张明义  李长河  苏雷  仉文岗  林沛元  崔纪飞  焉振 《吉林大学学报(地球科学版)》2021,51(5):1490-1505

由于静压桩沉桩后桩周土重塑,静压桩承载力表现出随着休止期的延长而增长的特性。本文从静压桩沉桩后桩周土体内孔隙水消散固结的角度出发,对静压桩承载力时间效应的理论和试验分别进行归纳,结合孔隙水消散路径及固结模型,对桩周土体初始超静孔隙水压力大小及其分布特征进行总结,分析承载力各种测试方法的优缺点,对静压桩承载力的时效性进行深化研究,并探讨了不同地质条件、不同桩的类型对休止期内静压桩承载力的影响,进一步对基于实测数据得出的经验公式进行总结。讨论了基于不同本构关系模型的应力场及位移场解答和沉桩后孔隙水压力消散解答,在此基础上总结了桩基极限承载力理论公式;探讨了黏性土、砂土条件下,考虑超固结比、不排水抗剪强度和塑性指数比对桩基极限承载力系数A的影响,在此基础上归纳了桩基极限承载力经验公式。建议在经验公式基础上设置多重参数,以提升经验公式的精确度,并完善对不同桩、土类型的参数解答;利用BP神经网络,导入静压桩承载力相关参数,以得到针对不同地质条件、桩型、休止期的承载力最优解。  相似文献