华熊地块金矿集区成矿机理探讨     

司马献章 《河南国土资源》1997,(3)

华熊地块区金、铅、银矿床矿集区与中生代隆起带、断陷盆地、燕山期花岗岩基及小花岗斑岩体空间关系密切。隆起带抬升、断陷盆地下降、岩浆作用和成矿作用在白垩纪同时发生。区内金矿早期成矿热液以岩浆水为主，晚期有大气降水参与成矿。成矿物质及介质来源于太华群及下部地层、花岗岩浆和中生代湖盆。成矿机理是：区域板块运动使本区在侏罗纪末下地壳形成花岗岩浆熔融层。白垩纪始，区内以断块差异升降为主，形成掀斜式断陷盆地和掀斜式隆断带，差异性升降最大超过１０００ｍ。盆地中的湖水向下渗流，被岩浆吸收或在太华群地层中加热循环，萃取金属，在岩浆结晶晚期与残余岩浆形成流体，沿构造薄弱带再上侵至构造扩容带形成小斑岩体和矿床。熊耳群与太华群不整合面上下是小花岗斑岩体、爆发角砾岩体的“多发层”和“矿集层”  相似文献   

高桩码头抗震简化分析方法     

张安琪  苏雷  凌贤长  唐亮  王建峰  焉振 《吉林大学学报(地球科学版)》2021,51(5):1523-1534

国际贸易的迅速发展,加快了港口工程建设的速度,同时对港口工程的抗震性能提出了更高的要求。高桩码头作为港口工程中最常用的结构型式之一,在我国港口工程建设方面得到了广泛应用。目前对高桩码头的抗震简化分析方法以及桩基特性对高桩码头地震响应的影响方面研究较少。基于此,本文利用开源有限元数值计算平台OpenSees,介绍了高桩码头简化分析方法模型的建立途径,并分析了桩基特性参数对高桩码头关键地震响应量的影响。研究结果表明：钢筋弹性模量对码头桩基的地震响应影响较小,可减少考虑;钢筋的强化阶段对截面达到屈服曲率后的弯矩承载力起主要作用;混凝土抗压强度的增加可降低结构的位移响应峰值;过大或过小的混凝土抗压强度和钢筋屈服强度,都不利于码头结构对地震能量的耗散。  相似文献   

Assessing the influence of liquefied soil resistance on the critical axial load of rock-socketed piles: shake-table test and numerical analyses     

Zhang  Xiaoyu  Su  Lei  Zhang  Peng  Tang  Liang  Ling  Xianzhang 《Acta Geotechnica》2021,16(12):3975-3990

Acta Geotechnica - Recently, the buckling failure of piles in liquefiable soils has attracted considerable critical attention. Several studies have documented that a pile may fail by buckling under...  相似文献   

CPT-Based estimation of undrained shear strength of fine-grained soils in the Huanghe River Delta     

Zhongnian Yang  Xuesen Liu  Lei Guo  Yuxue Cui  Xiuting Su  Chao Jia  Xianzhang Ling 《海洋学报(英文版)》2022,41(5):136-146

The Huanghe River（Yellow River） Delta has a wide distribution of fine-grained soils. Fluvial alluviation, erosion,and wave loads affect the shoal area, resulting complex physical and mechanical properties to sensitive fine-grained soil located at the river-sea boundary. The cone penetration test（CPT） is a convenient and effective in situ testing method which can accurately identify various soil parameters. Studies on undrained shear strength only roughly determine the fine content（FC） without ma...  相似文献   

俯斜式混凝土重力挡土墙强震反应数值模拟     

甘发达  丛晟亦  唐亮  蔡德钩  凌贤长 《冰川冻土》2016,38(4):1018-1027

首先,介绍了基于OpenSees独立开发的一套用于挡土墙-土地震反应相互作用有限元分析计算软件RW_2DPS.据此建立了俯斜式混凝土重力挡土墙-土强震相互作用有限元模型.模型中,引入非线性有限元计算方法,选用多屈服面弹塑性本构模型模拟砂土的动力属性,应用零长度接触单元模拟墙与土体之间的接触特性,且采用一致耗能阻尼边界与速度边界条件.最后,输入随机地震动,进行挡土墙-土强震反应分析,并重点探讨墙背地震土压力和水平地震惯性力沿挡土墙高度分布规律.结果表明,墙背动土压力峰值出现在距挡土墙底约1/3墙高处;挡土墙背加速度具有放大效应,加速度峰值出现在挡土墙顶部;不同地震动作用下,加速度放大系数沿墙高分布规律不同,动土压力沿墙高变化规律基本一致.  相似文献   

河南银洞坡金矿成矿流体与矿床成因研究     

曾威  段明  万多  司马献章  奥琮  任爱琴  杨泽强  李法岭 《现代地质》2016,30(4):781-791

银洞坡金矿位于桐柏县围山城金银矿带的中部,为一超大型金矿床,伴生银、铅锌。对金矿石中主要成矿阶段流体包裹体进行了详细的岩相学、显微测温及激光拉曼光谱成分研究,结果表明：金矿石中发育气液两相包裹体、富气相包裹体和含CO2三相包裹体,流体成分为H2O NaCl CO2体系,含少量N2、CH4、H2S和H2。流体不混溶是导致矿质沉淀的主要因素。3类包裹体的均一温度为1692～3992 ℃,流体盐度为18%～122%,其中含CO2三相包裹体的盐度明显小于气液两相包裹体的盐度。利用不混溶体系估算得到包裹体的捕获压力为62～1263 MPa,成矿深度为52 km左右。矿石中黄铁矿的δ34S为16‰~33‰,围岩中纹层状黄铁矿的δ34S为33‰～62‰,矿石中的δ34S小于围岩中δ34S值,表明成矿物质中的硫可能来源于地幔硫和围岩硫的混合。  相似文献   

On the genesis of granite pits on top of the Shigujian Peak of the Dayangshan Mountain in Jinyun County, Zhejiang Province     

ZHU Cheng  CUI Zhijiu  LI Zhongxuan  GAO Jie  WANG Lixin  WU Xianglin  ZHENG Chaogui  SHEN Qingfan  ZHENG Xianzhang 《地理学报》2009,19(2):239-248

On top of Shigujian Peak (1477 m a.s.l.) of the Dayangshan Mountain in Jinyun County, Zhejiang Province, large amounts of granite pits with diameters ranging from several dozens of centimeters to around one meter and depth from 10 cm to 45 cm are found on rock surface. These pits mainly appear on the NE and SE sides, and their drainage mouths are in the same direction. The identification results through micropolariscope and X-ray fluorescence spectrometer reveal that bedrock of pits is from middle to fine-grained moyite being apt to be weathered and modified. In Dayangshan region the annual mean temperature is 9.2℃ and annual precipitation is over 1700 mm. On the one hand, there always experiences a period of periglacial action with temperature oscillating near 0℃ for 4 months, i.e., from December to March next year. As a consequence, the freezing-thawing cycles may be remarkable to disintegrate the bedrock. On the other hand, the windward slope of Shigujian Peak meets typhoon of over force 10 on the Beaufort scale in summer, therefore, the blowing makes suspending sands or pebbles grind in swirling form. Based on field investigation and periglacial geomorphic theory, the pits on top of Shigujian Peak are attributed to freezing- thawing of periglacial action. Meanwhile, storm and strong wind accelerate the process. Observation shows that both the actions are still undergoing and variant directions of wind are the main cause for making different shapes of the pits. Because the top of Shigujian is 1500 m lower than the present snow line, some scholars considered that “glacial pothole” formed in the Quaternary is hard to work, even though in the Last Glacial Maximum (LGM).  相似文献   

Response of a pile group behind quay wall to liquefaction-induced lateral spreading:a shake-table investigation     

Tang Liang  Zhang Xiaoyu  Ling Xianzhang  Su Lei  Liu Chunhui 《地震工程与工程振动(英文版)》2014,(4)

The response of pile foundations near a quay wall under liquefaction-induced lateral spreading remains a complex problem. This study presents the results of a shake-table test on a 2×2 pile group behind a sheet-pile quay wall that was subjected to lateral spreading. The quay wall was employed to trigger liquefaction-induced large lateral ground deformation. The discussions focus on the behavior of the pile and the soil and on the bending moment distributions within the group pile and the restoring force characteristics at the superstructure. Overall, the piles exhibited apparent pinning effects that reduced soil deformation. In addition, the rear-row piles near the quay wall experienced larger bending moments than did the front-row piles, indicating significant pile group effects. The tests showed that lateral spreading could be a primary cause of larger monotonic deformations and bending moments. It can also be concluded that the monotonic bending moments were significantly decreased due to the presence of slow soil flow. The stiffness at the superstructure was reduced because of accumulated excess pore pressure before liquefaction, and it was recovered during lateral spreading. The present study further enhances current understanding of the behavior of low-cap pile foundations under lateral spreading.  相似文献   

柴西北小梁山地区狮子沟组混积岩储层评价   总被引：1，自引：0，他引：1  

司马立强  杨毅  吴丰  姚军朋  赵为永 《现代地质》2014,28(1):173-180

从有利于混积岩储层评价出发,将小梁山狮子沟组(N³₂)混积岩简化归类为泥质混积岩、砂质混积岩和碳酸盐混积岩,在此基础上根据铸体薄片、物性、孔隙结构等岩心分析数据和测井资料,对柴达木盆地西北部小梁山地区中浅层N³₂混积岩进行综合研究：N³₂混积岩岩石结构复杂、类型多样,储层储集空间以原生的粒间孔和微孔隙为主,呈中高孔低渗的特征,排驱压力、中值压力较高,孔喉半径较小,孔隙结构较差;储层质量受沉积相和成岩作用的综合影响,砂坪微相是最主要的有利储集相带,压实作用是储层物性的主要影响因素;根据物性和压汞等参数将N32储层评价为3类,其中Ⅰ、Ⅱ类储层在目前的技术条件下是研究区增储上产的首选储层。  相似文献   

承台型式对可液化场地桥梁桩-柱墩地震响应影响振动台试验     

唐亮  凌贤长  徐鹏举  王东升  高霞 《地震工程与工程振动》2010,30(1)

基于相同土层结构地基条件下,分别采用低承台群桩-独柱墩与高承台群桩-独柱墩结构,完成了两次可液化场地群桩-土-桥梁结构地震反应振动台试验,据此研究了承台型式对桥梁桩-柱墩地震反应的影响。研究表明,与高承台桩相比,可液化场地中低承台桩的抗震性能更优;地震中砂层尚未液化或液化不充分时,低承台更多表现出减弱桩尤其桩上段的加速度反应的作用,相反高承台更多起到放大桩的加速度作用,而高承台桩与低承台桩的峰值应变自下而上更多表现出逐渐增大趋势;即使砂层完全液化时,低承台桩的峰值应变自下而上仍以渐增为主;与低承台桩相比,高承台桩更有助于放大墩顶加速度、位移反应,对结构体系整体稳定性产生了不良影响;虽然低承台桩未出现严重破坏,但砂层中部桩的应变却很大,液化砂土-桩运动相互作用对桩的抗震性能影响不容忽视。  相似文献