准噶尔盆地车排子凸起新近系沙湾组重矿物、U-Pb年代学特征及物源分析

综合岩石学特征、砂岩碎屑组分特征、重矿物组合特征和锆石U-Pb年代学特征, 探讨准噶尔盆地车排子凸起新近系沙湾组沙一段的沉积特征和物源演化过程。结果表明, 车排子凸起存在南北双物源体系, 沙一段以粗碎屑沉积为主。在一砂组沉积阶段, 扎依尔山为北部物源区, 发育小规模扇三角洲沉积; 中天山及北天山造山带为南部物源区, 发育辫状河三角洲沉积。在二砂组沉积阶段, 中天山供给减弱, 北天山供给加强, 盆地水体加深, 南部辫状河三角洲前端分布小型滨浅湖滩坝。南部物源变化的主要原因可能是受印度板块和欧亚板块碰撞的远程影响, 天山在新生代中新世中期经历强烈的挤压和抬升过程, 造成北天山隆升, 为车排子凸起提供物源。     

单孔复合抗拔桩的概念设计

结合现有抗拔桩的桩身开裂问题,提出一种新型的单孔复合抗拔桩设计,并介绍其内部构造、承力特征及施工中预补偿张拉的理论计算。     

储液罐的动力提离

本文提出了一种新的考虑了底板柔性和地基弹性的储液罐动力提离摸型,计算了储液罐在动荷作用下的提离历时形状,计算结果与文献中的实验结果相吻合。     

黄骅拗陷构造运动程式探讨

黄骅拗陷是勃中三叉裂谷系中的一支裂谷,其有地幔隆起,高热流和火山活动频繁有等特征。拗陷中发育着四套构造地层组合,对应着三个构造层次。裂谷盆地的演化经历了三个阶段不同方向的构造运动程式：(1)前裂谷阶段经受印支运动近南北向的挤压作用、燕山早期运动北西—南东向的挤压作用及燕山晚期运动北西西—南东东向的挤压作用等;(2)裂谷阶段经受两期裂陷作用,为北西—南东向和近南北向的引张作用;(3)压裂谷阶段裂谷萎缩引起的垂向下陷运动。     

基坑底部抗拔桩对下卧隧道群竖向变形影响分析

以杭州市某河道开挖为背景,利用ABAQUS有限元软件建立了三维数值模型,研究了河道开挖过程中,抗拔桩对抑制下卧隧道群隆起的作用效果。结果表明,抗拔桩长度越长,隧道隆起越小,当桩长超过一定长度,其抑制隧道隆起的作用削弱;隧道纵向一定范围内的隆起受抗拔桩的影响,此范围外几乎无影响,且隧道埋深越大,其受影响的范围越小;基坑两侧抗拔桩对抑制隧道隆起作用较小,因此适当减小基坑两侧抗拔桩的长度,形成长短结合的抗拔桩,对于减小隧道隆起,同样效果显著,且在一定程度上降低了工程造价;推导非等长抗拔桩下,隧道抗浮验算公式,计算简单,便于应用。     

A fully generalised approach to modelling fire response of steel–RC composite structures

A three-step model for the performance-based numerical simulations of the fire response of steel–RC two-layered beam-like composite structures is presented and validated. The first step consists of the determination of the evolution of temperatures in the structure׳s surroundings. Moisture and the heat transfer through the RC layer and the conduction of heat over the steel layer are obtained in the second step. In concrete, the transfer of water vapour, dry air, and free water is discussed as well as the evaporation and liquefaction phenomena and the dehydration of concrete and its thermal and mechanical degradation. Within the framework of the third step, a geometrically and materially non-linear mechanical response of the structure is proposed accounting for interlayer slips and uplifts as well as for various material-related phenomena such as the material hardening/softening and creep. The governing equations are solved numerically. An efficient, novel strain-based finite element formulation is introduced for the mechanical analysis. Due to its generality and consideration of several different possible non-linear material, geometrical, and interlayer contact phenomena and their couplings the model can be of a use to a broader fire science community for exploring the impact of different physical parameters on the results of the addressed numerical simulations, thereby providing directions for further research. In the paper a case of such a study is also demonstrated exploring the contribution of the steel sheet and the flexibility of the interlayer connection of a standard trapezoidal steel–RC slab to its ultimate fire resistance. A reasonable contribution of the sheet is proved if the stiffness ratio between the integrated and the external tensile reinforcement of the RC plate is low provided that the contact connection is sufficiently stiff.     

自由浮置罐的振动台模型实验

振动台的模型实验表明,柔性垫层对自由浮置罐有减震作用;自由浮置罐的底部动应力比锚固罐一般要大,且多波效应明显。     

Development of a one-way coupled diffraction/trapped air model for predicting wave loading on bridges under water wave attack

In recent years, a number of researchers have applied various computational methods to study the wave and tsunami forcing on bridge superstructure problems. Usually, these computational analyses have relied upon application of computational fluid dynamic (CFD) codes. While CFD models provide accurate results, their disadvantage is that they tend to be computationally expensive. Thus, it may be difficult to apply these techniques during risk assessment analyses. During this study, an alternative computational method was explored in which a previously-developed diffraction model was combined with a previously-developed trapped air model under worst-case wave loading conditions (i.e., when the water surface was at the same elevation as the bottom bridge chord elevation). The governing equations were solved using a finite difference algorithm for the case where the bridge was attacked by a single wave in two dimensions. Resultant water forces were computed using results from the diffraction/trapped air computations, and water force values were compared with data from three datasets. In general, excellent agreement between the diffraction/trapped air model and data was observed. The computational time associated with the model was only approximately one hour per bridge configuration, which would appear to be an improvement when compared with other computational techniques.     

Accumulation process and model for the Ordovician buried hill reservoir in the western Lunnan area, the Tarim Basin

The Ordovician buried hill reservoir in the western Lunnan area, a type of dissolved fracture and cavernous reservoir, is mainly composed of heavy oil. The oil is the mixture sourcing from the Middle-Lower Cambrian and Middle-Lower Ordovician, with three stages of pool forming process： （1） the destruction and parallel migration/accumulation during the late Caledonian to early Hercynian; （2） the oil and gas accumulation during the late Hercynian characterized by adjustment upward along faults and parallel migration/accumulation; （3） the formation of heavy oil during the latest Hercynian. The Ordovician buried hill reservoir is affected by the diffusion of light oil and gas but had no hydrocarbon charging during the late Yanshan period to Himalayan period, but in this period, formed the association of heavy oil and dissolved gas cracked from crude oil with dry coefficient of 0.91-0.96. The study on accumulation process of the Ordovician buried hill reservoir has important implications for the exploration potential of early oil and gas accumulation in the cratonic area of the Tarim Basin.     

皖赣相邻区燕山期花岗岩类构造背景及其意义

对比研究了江南隆起带皖南地区与赣东北地区燕山期花岗岩类形成的构造背景。皖南地区燕山期花岗岩类形成于挤压构造背景,而赣东北地区燕山期花岗岩类形成于拉张向挤压过渡的构造背景;幔源岩浆直接参与到赣东北地区燕山期花岗岩类的成岩作用中,而皖南地区燕山期花岗岩类成岩物质主要为壳源;这种差异是赣东北地区燕山期与岩浆岩有关的多金属矿床发育,而皖南地区不发育的重要原因。