Vestiges of the Kerguelen Mantle Plume in Southern Tibet:Evidence from 123–117 Ma Magmatism in the Dingri Area of the Central Tethys Himalaya

The widely distributed Early Cretaceous magmatism in the Tethys Himalaya(TH) of southern Tibet is related to the Kerguelen mantle plume. Associated magmatic activity products are distributed in the eastern TH, where the active age is earlier than the peak ages of the Kerguelen mantle plume. This study investigated magmatic activity of the Dingri area in the central TH which was coeval with the Kerguelen mantle plume. The intrusion in the Dingri area contains diabases and monzonites. The zircon a...     

准噶尔盆地断拗转换期剥蚀厚度及其分布规律

准噶尔盆地为我国重要的陆上含油气盆地, 对其进行地层剥蚀厚度恢复能够有效地研究盆地演化历史以及油气资源评价.通过分析声波时差法的方法原理及其适用条件, 认为此方法适用于恢复准噶尔盆地断拗转换期剥蚀地层的厚度.实际计算结果表明: 断拗转换期上、中二叠统之间为主不整合, 剥蚀厚度大; 三叠系与二叠系之间形成次级不整合, 盆地剥蚀厚度相对较大, 区域位于西部盆缘地带, 自北西向南东剥蚀量逐步降低, 至盆地中心剥蚀量最低.各构造单元中, 凸起相比于凹陷所遭受的剥蚀程度较大, 反映古地貌呈现盆地西北缘高、腹部低的地形特征, 同时反映准噶尔盆地断拗转换期二叠纪晚期至三叠纪早期改造具西强东弱、边缘强内部弱的特点.     

基于多属性决策的抗滑桩截面优选研究

抗滑桩的截面目前主要存在两种形式,分别为圆形和矩形,这两种截面桩都可以起到很好的抗滑作用,但都有着各自的优势和缺点。为了最大地发挥这两种桩的优势,经济、合理地选择桩截面类型,本文通过多属性决策方法,分别选取施工场地要求、施工难度、工期、工程造价、施工风险性等因素,利用决策属性之间的权重关系,对这两种截面桩在工程中的应用进行了优选研究,表明：根据AOWEA算子建立关于抗滑桩截面类型优选方案模型,通过计算解得：桩截面类型优选结果为S1 S2。在抗滑桩满足治理要求、施工技术合理、保证滑坡治理安全性的原则下,在施工场地条件好、工期要求急迫的情况下,求解得到圆形截面桩施工方案优于矩形截面桩。最后通过具体工程实例进行了说明,以期该研究能对抗滑桩的工程应用提供借鉴和参考。     

云阳县滨江大道路基挡土墙变形分析与加固

云阳县滨江大道路基挡土墙在运营工况下,由于路基运营环境的变化导致了填土的物理力学性质的改变,挡土墙发生了位移和变形。在分析了变形原因的基础上,提出了抗滑桩预应力锚索联合加固方案,并取得了良好的治理效果。介绍了该工程加固方案设计及抗滑桩预应力锚索施工工艺。     

青海夏日哈木岩浆熔离型铜镍硫化物矿床1∶5万航磁异常特征及找矿意义

通过对夏日哈木铜镍矿床1∶5万航磁异常等地球物理特征的分析,该矿床在航磁异常上表现为弱磁异常,地磁异常上表现为中强磁异常,基性、超基性杂岩体具中等强度磁性,镍黄铁矿化、磁黄铁矿化等铜镍矿石具有以剩磁为主的较强磁性,铜镍矿体是引起磁异常的主要因素,磁异常是寻找该类矿床的直接标志之一。航磁异常对岩浆熔离型铜镍矿床的寻找具有重要意义,东昆仑地区多处航磁异常具有寻找岩浆熔离型铜镍矿的潜力。     

豫西南铅锌银矿集区深部构造与成矿作用

豫西南地区是我国中部重要的多金属成矿远景区,找矿前景巨大.本文中利用重力、航磁和深部地球物理剖面资料,解析研究区三维岩石圈结构,揭示深部构造特征,进而探讨深部成矿作用.结果表明,研究区莫霍面顶面形态基本上呈东高西低,地壳厚度由东向西增大.壳-幔结构的不均一性制约着成矿系统物质和能量的交换.矿集区位于幔向斜内,其地壳增厚处、莫霍面的梯度变化处或变形部位成矿强度大.幔背斜与幔向斜之间过渡带有走向超壳型深大断裂(如栾川断裂和朱阳关断裂),其与次级断裂的交汇处,岩浆、变质与成矿作用十分强烈,深部通道为成矿物质来源提供了较好的成矿条件,因此是形成大型、超大型矿床的有利地段.     

Dissolved and particulate trace metals and their partitioning in a hypoxic estuary: The Tanshui Estuary in Northern Taiwan

The distribution and partitioning of trace metals (Co, Cu, Fe, Mn, Ni, and Zn) between dissolved and particulate phases were studied in the Tanshui Estuary. The upper reach of the estuary is hypoxic and heavily polluted due to domestic and industrial discharges. The concentration ranges of dissolved and leachable particulate trace metals in the Tanshui Estuary were: Co: 0.3–6.1 nM, 1.8–18.6 mg kg⁻¹; Cu: 5–53 nM, 22–500 mg kg⁻¹; Fe: 388–3,364 nM, 1.08–6.67%; Mn: 57–2,914 nM, 209–1,169 mg kg⁻¹; Ni: 7–310 nM, 6–108 mg kg⁻¹; and Zn: 12–176 nM, 62–1,316 mg kg⁻¹; respectively. The dissolved concentrations of the metals were 2–35 times higher than the average values of the world river water. The distributions of dissolved and particulate studied metals, except Mn, in the estuary showed scattering, which could be attributed to the discharges from many industrial wastewater disposal works located in the upper tributaries. The daily input of dissolved metals from the disposal works to the Tanshui Estuary ranged from 0.1–0.4 tons. Dissolved Mn was nearly conservative in the region with salinity higher than 10 psu, while particulate Mn decreased in the region with salinity of 10–15 psu. The concentration increased significantly seawards, corresponding with the distribution of dissolved oxygen. The distribution coefficient (K_D) for Mn in the lower estuary was nearly three orders of magnitude higher than in the upper estuary. This phenomenon may be attributed to the diffusion of Mn from the anoxic sediment in the upper estuary and gradual oxidation into particulate Mn in the middle and lower estuary as the estuarine water became more oxygenated. The distribution coefficient for Cu decreased with increasing salinity. The percentages of trace metals bound by suspended particulate matter decreased in the following order: Fe>Zn, Cu>Co>Mn>Ni.     

平原河网区域来水组成原理

对于一般树状分布河网，上一级河道总是汇入至下一级河道，位于河道下游断面的流量总是由其上游汇集而至。但对于平原河网地区，特别是人工控制建筑物众多，又受潮汐影响的地区(如太湖流域)，河网错综复杂，水流方向不定，要跟踪某个断面的水流去向，或某个河段的水体、断面流量是从哪里汇集而来的，非常困难。但这样的问题在生产实践中往往对其很感兴趣。例如从常熟枢纽引长江水流进入望虞河后，流向何处?河网各断面流量中或各河段水体中常熟枢纽引江水量占多少比重?对这些问题的研究可以估计常熟枢纽引江的效果和影响范围。因此，平原河网区域来水组成方法在生产实践中具有重要意义。重点介绍了平原河网区域来水组成原理及其在太湖流域的应用。     

鞍山汤岗子地热田控热构造分析

汤岗子地热田受活动性深断裂寒岭壳断裂的控制.地热田包括东、西两个热储,其储热构造走向相近,而倾向相反,构成陡倾斜反"S"型构造.区域构造、导热构造和储热构造,在平面展布上呈"F"形.     

边坡岩体软弱夹层力学特性试验研究

采用自制试验装置,进行边坡岩体中的软弱夹层的力学特性试验。分析实测的剪应力-变形曲线发现,该曲线有明显的比例极限、屈服点和峰值点,表明在试件受力变形初期,剪切力-变形近似呈线性关系,剪切刚度为常量;随法向应力的增大,峰值剪应力呈线性增长,达到峰值强度之后,随剪切变形增大,抗剪强度变化不大,残余强度近似等于峰值强度,表明试样发生剪切破坏,其破坏类型呈“塑性”破坏型。软弱夹层的剪切变形可分为3个阶段,各个阶段的强度参数不同,对边坡工程来说,为保证其有足够的安全系数,建议软弱夹层强度参数取低值。根据试验结果得到的法向应力-压缩位移关系曲线近似呈双曲线型,当法向相对位移小于3.4 mm时与理论结果更为接近。