某大型软土深基坑围护中多种支护技术的优化组合

根据基坑的地质条件、环境条件、基坑开挖深度等特点综合考虑,通过方案的对比、论证,采用了“深坑”化两道“浅坑”的设计思路,上坑采用复合土钉支护,下坑采用钻孔灌注桩加一道环形钢筋混凝土水平内支撑支护。该基坑工程所采用的多种支护技术的优化组合方案,安全可靠,经济合理,可为本地区同类超10．0m深基坑工程设计提供借鉴。     

青海省它温查汉西铁多金属矿床地质特征及成因分析

它温查汉西铁多金属矿床是青海省祁漫塔格地区新发现的又一中型矿床,矿体与成矿岩体均隐伏于第四系风积砂覆盖层下。本文利用LA-ICP-MS锆石U-Pb定年方法,获得与成矿密切相关的花岗闪长斑岩的成岩年龄为236.0±2.3 Ma,与成矿时代基本一致,为晚古生代-早中生代构造-岩浆旋回的碰撞-后碰撞转化阶段岩浆活动的产物,形成于加厚的地壳背景。花岗闪长斑岩为弱过铝质高钾钙碱性系列,微量元素配分具有LREE和HFSE富集、HREE和LILE亏损以及中等负Eu异常的特征。其成因类型属于Ⅰ型,具有壳幔混源的性质,与区域上大规模幔源岩浆底侵及壳-幔岩浆混合作用有关。它温查汉西铁多金属矿床主要产于花岗闪长斑岩与祁漫塔格群碳酸盐岩的接触带附近,属于典型的矽卡岩矿床。矿体类型分为交代型铁氧化物矿体和细脉型多金属硫化物矿体两种,矿化大致分为矽卡岩阶段、退化蚀变阶段及硫化物-石英阶段。     

Harmonic Energy Transfer for Extreme Waves in Current

Ning et al. (2015) developed a 2D fully nonlinear potential model to investigate the interaction between focused waves and uniform currents. The effects of uniform current on focusing wave crest, focal time and focal position were given. As its extension, harmonic energy transfer for focused waves in uniform current is studied using the proposed model by Ning et al. (2015) and Fast Fourier Transformation (FFT) technique in this study. It shows that the strong opposing currents, inducing partial wave blocking and reducing the extreme wave crest, make the nonlinear energy transfer non-reversible in the focusing and defocusing processes. The numerical results also provide an explanation to address the shifts of focal points in consideration of the combination effects of wave nonlinearity and current.     

An Improved Method of Predicting Drag Anchor Trajectory Based on the Finite Element Analyses of Holding Capacity

Drag anchor is one of the most commonly used anchorage foundation types. The prediction of embedded trajectory in the process of drag anchor installation is of great importance to the safety design of mooring system. In this paper, the ultimate anchor holding capacity in the seabed soil is calculated through the established finite element model, and then the embedded motion trajectory is predicted applying the incremental calculation method. Firstly, the drag anchor initial embedded depth and inclination angle are assumed, which are regarded as the start embedded point. Secondly, in each incremental step, the incremental displacement of drag anchor is added along the parallel direction of anchor plate, so the displacement increment of drag anchor in the horizontal and vertical directions can be calculated. Thirdly, the finite element model of anchor is established considering the seabed soil and anchor interaction, and the ultimate drag anchor holding capacity at new position can be obtained. Fourthly, the angle between inverse catenary mooring line and horizontal plane at the attachment point at this increment step can be calculated through the inverse catenary equation. Finally, the incremental step is ended until the angle of drag anchor and seabed soil is zero as the ultimate embedded state condition, thus, the whole embedded trajectory of drag anchor is obtained. Meanwhile, the influences of initial parameter changes on the embedded trajectory are considered. Based on the proposed method, the prediction of drag anchor trajectory and the holding capacity of mooring position system can be provided.     

青岛前海沉积物运移特征

根据2002—2005年在研究区所获取的237个表层沉积物样品的粒度分析、浅地层剖面和多波束测量以及水动力等有关资料,对青岛前海的动力作用和物质运移进行了讨论,结果表明:在特定的动力作用下,青岛前海可区分出5种沉积类型;从胶州湾口到东部的拦门沙坝外侧,为一套以退潮流为主体的泛平原沉积体;潮流侧向运移结果形成潮道两侧的(南北)沙脊;沿岸各海湾海滩中部和沿岸波基面附近则是波浪作用的含砾砂质沉积体。本区的动力作用主要是潮流和波浪,潮流主要对纵向和侧向滚动旋转的物质运移起作用,波浪和局部沿岸流则对沿岸各海湾沙滩提供物质并对沉积物分选起作用。     

完全非线性深水波的数值模拟

基于势流理论,并结合深水波质点运动从水面向下呈e指数衰减的特性,建立了完全非线性数值变深水槽模型,通过实时模拟活塞式造波机运动来产生波浪.采用时域高阶边界元法进行模拟,利用混合欧拉-拉格朗日方法和四阶Runge-Kutta方法追踪流体瞬时水面,应用镜像格林函数消除了水槽两个侧面的积分,在水槽末端布置人工阻尼层来消除反射...     

完全非线性聚焦波浪的数值模拟

利用高阶边界元方法求解拉普拉斯方程,建立了模拟完全非线性聚焦波的时域数值模型,其中追踪流体自由表面的方法为满足完全非线性自由水面条件的半混合欧拉-拉格朗日方法,运用四阶Runga-Kutta方法计算每一时间步新的波面高度和速度势,同时通过入射边界给定速度的二阶Stokes解析解产生波浪,并应用镜像格林函数消除水槽两个侧面和底面上的积分。对不同波陡的聚焦波群在水槽中开展了物理模型实验,并把试验结果和数值结果进行了对比,两者吻合得很好,然后对非线性条件下聚焦波的特点进行了研究。     

邓肯-张模型几种改进方法的比较

针对邓肯-张模型忽略了中主应力影响的不足之处，不少国内外学者提出了修正方法。在这些方法当中，究竟哪一种方法能更好地反映中主应力的影响，是需要讨论的问题。针对平面应变这一特殊情况，分别运用各种修正方法计算得出其应力．应变关系，在此基础上与平面应变试验资料进行分析比较，从中得出一些有意义的结论。     

A Higher Order BEM for Wave-Current Action on Structures ——Direct Computation of Free-Term Coefficient and CPV Integrals

1 .Introduction Research on wave action onforward moving bodies or wave-current action on structures is impor-tant in offshore and coastal engineering.For bodies withsimple geometry,analytic solutions have beendeveloped . Matsuiet al .(1991) and Emmerhoff and Sclavounos (1992) derived analytic solutionsforuniformcylinders infinite andinfinite water depth.Bao and Kinoshita (1993) expendedthe theorytotruncated cylinders .In engineering practice ,structures are complexand numerical methods have…     

盐膏层造斜井段井眼缩径及套管外载数值模拟

盐膏层是油气成藏的良好盖层,塔里木盆地多个大型油气藏都属于巨厚盐下油气藏,为了提高单井产能,决定采用定向井和水平井来开发盐下油气藏。由于盐膏层距离产层较近,需要在盐膏层进行造斜。造斜井段盐膏层井眼的缩径规律及其对套管外载的影响国内外鲜有报道。应用有限元方法建立了造斜井段砂岩和盐膏岩地层、水泥环及套管耦合的三维力学模型,以塔里木羊塔克区块岩石力学测试成果为基础,研究得到造斜段井斜和方位对井眼缩径及套管外载的影响规律。该研究成果成功应用于塔里木巨厚盐下定向井、水平井轨迹设计,钻遇盐膏层泥浆密度的确定和井身结构设计,为塔里木盐膏层钻井、完井施工提供了重要的理论参考。