星星哨水库水均衡分析

一、星星哨水库概况 星星哨水库（旧称官地水库）始建于1958年,1979年竣工。坝长510m,高33m,坝顶高程254m。该水库位于吉林省永吉县西部,饮马河支流岔路河的中游。岔路河发源于磐石县的取柴河乡观音岭鸡爪顶,流经永吉县的双河镇、岔路河、三家子、万昌等乡,     

基于三轴加速度的波浪测量技术研究

以浮标为载体,以TMS320C6416型DSP处理器、三轴加速度传感器、电子罗盘为硬件电路核心,利用加速度频域二次积分的波高计算方法以及三轴加速度倾角补偿电子罗盘的波向测量方式,进行海洋波浪要素测量技术研究,获取了某一海域不同时段的波浪特征值。     

北方某经济开发区地下水污染调查评价

本文应用污染指数法,对北方某经济开发区及周边地下水水质进行了污染评价,结果表明研究区地下水水质以轻污染和中污染为主,局部地区出现较重污染,主要指标为硝酸盐氮、三氯甲烷和三氯乙烯。通过对工业废水、再生水、河水水质的检测,发现研究区地表水水质与污水处理厂再生水排放密切相关,地下水污染很可能与开发区企业排污有关。由于开发区所处位置的环境敏感性和脆弱性,建议今后在开发区及附近继续开展相关研究,进一步查明地下水的硝酸盐氮及有机污染物来源、污染途径,建立完善的监测体系,以便及时切断污染源,保障城市及当地供水安全。     

黔西南州一次冰雹天气过程分析

对黔西南州2004年3月17日发生的一次冰雹天气过程从环流背景,影响系统等几方面进行了分新。     

一次秋季暴雨过程的物理量特征分析

从环流背景和天气形势特点入手,对2004年9月5～6日出现在贵州省西北部地区的大暴雨天气过程进行了分析,通过对实况场涡度、散度、水汽通量散度、动能的分析,阐述了暴雨落区与这些物理量的对应关系,为秋季暴雨的预报提供一定的参考依据.     

浅谈GIS在公路选线定线中的应用

分析了传统公路选、定线方法的技术局限性及GIS对公路选、定线方法技术支持的广泛性；介绍了一个成功应用事例。     

某海底沉管隧道风塔及下部结构抗震性能分析

为研究某海底隧道风塔及下部结构体系在塑性阶段的损伤破坏形态及特点,探讨在多重荷载作用下弹塑性静动力响应对结构的影响,建立了沉管隧道风塔及下部结构的大型三维有限元模型。采用基于能量原理的混凝土塑性及损伤本构模型,借助大型有限元软件ANSYS及ABAQUS分别对结构进行不同地震条件下的动力时程分析,对比分析振型、层间位移角及较为完整的塑性损伤破坏系数曲线。结果表明:不同设防地震下,结构整体性良好,振型及层间位移角满足规范要求;不同罕遇地震下,该结构的混凝土塑性拉压损伤最大时刻均发生在20 s,主要破坏区域在风塔与人防井及下部立柱的接触位置,且拉伸破坏系数明显高于压缩破坏。本文的研究成果可以为类似近海沉管隧道工程抗震设计提供一定的依据与指导。     

西准包古图呼的合铜矿地质特征、成因及成矿规律研究

新疆西准包古图矿区呼的合铜矿位于巴尔喀什华力西期斑岩成矿带.大地构造位置属哈萨克斯坦-准噶尔板块,唐巴勒-卡拉麦里古生代复合沟孤带,包古图岛弧区.矿床处于达尔布特和克乌深大断裂间,次级NS向与NE向断裂交汇处.Ⅴ号岩体属深源、浅成中酸性复合相岩体.含矿岩石以中粗粒、斑状、似斑状结构的石英闪长岩、花岗闪长斑岩为主,次有花岗闪长岩、花岗斑岩、黑云母花岗闪长岩等,形成时间为320~300 Ma,岩石蚀变强烈,蚀变分带自岩体中心向外构成钾长石和粒状石英核-钾化带-绢英化带-青盤岩化带.金属矿物组合自岩体中心向外变化规律为:(黄铁矿-辉钼矿-黄铜矿)→(黄铁矿-黄铜矿-闪锌矿-辉钼矿)→(黄铁矿-黄铜矿-毒砂-Te-Bi-Ag-Au的矿物).有益元素主要为铜、钼、金、银等元素,矿石类型自岩体中心向外的变化规律为:Mo(Cu)→Cu(Mo)→Cu(Au)→Au.矿石构造为细粒浸染状和细脉浸染状.矿石品位低、矿化均匀,成矿物质主要来自与其共生的岩浆岩,属典型斑岩型铜矿.构造、岩石、蚀变、矿物、及成矿元素在空间、时间上变化规律较强,与矿化富集有密切联系.     

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

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).     

某核电站常规岛抗震分析

核电常规岛主厂房与一般火力发电主厂房结构特点不同,其结构布置很不规则,质量分布也不均匀.本文使用有限元分析软件ANSYS建立力学模型,对常规岛结构进行了抗震分析,主要运用了振型分解反应谱法对结构进行了内力计算,为结构设计奠定了基础.