饱和土体-地下综合管廊结构地震响应分析

将土体视为固-液两相介质,基于饱和土体有效应力原理,建立饱和土体-地下综合管廊结构体系相互作用动力模型:在地应力平衡的静力状态下采用Duncan-Chang非线性弹性本构模型,在地震波作用的动力状态下采用Davidenkov非线性黏弹性本构模型;考虑饱和土体黏弹性动力人工边界条件,将地震动作用转化为作用在人工边界节点上的动力荷载。模型考察不同地震波时程、地震波加速度峰值、入射角度、孔隙率以及地应力场的影响,得出如下结论:(1)地震波的卓越周期与场地卓越周期相近时引起结构上的变形最大;随着地震波加速度峰值的增大结构变形增大;随着地震波入射角度的增加结构变形增大,地震波斜入射情况下产生的行波效应使得结构变形最大。(2)土体材料的孔隙水压力是影响地震中结构变形的主要因素之一。(3)将土体材料考虑为单相介质时结构上的变形要比考虑为固-液两相介质时大得多,直接将饱和土体场地中得到的地震波等效荷载施加到单相土介质-结构动力相互作用模型上,能够得到与完全基于有效应力法一致的结果。     

大尺度雁列断层粘滑运动数值模拟

通过ANSYS软件建立二维雁列断层模型,采用粘弹性力学参数,建立摩擦系数接触单元,模拟10万年时间大尺度雁列走滑断层活动（地震相关活动）,分析挤压条件下的断层活动特征,研究结果表明：①断层时空区域不同,所受应力也不同,接近贯通区域重合地区所受应力较大,粘滑运动剧烈,由贯通区域向断层两侧逐渐延伸,所受应力依次减小;②摩擦系数越小,地震发生频率越高,地震运动周期越短,则位错量相对较小,易发生震级较小地震;摩擦系数越大,地震发生频率越低,地震运动周期越长,则位错量相对较大,易发生震级较大地震;③给定的边界挤压速率越大,地震发生频率越高,地震运动周期越短,则位错量增大,易发生震级较大地震。     

15km3天然气球罐设计研究及优化

天然气的广泛应用,促进存储容器向大型化发展。以已投产使用的10km³天然气球罐为设计基础,设计建造完全国产化的15km³天然气球罐,利用计算参数建立有限元模型,验证模型的可靠性。建立双层拉杆模型,施加地震荷载及风载,进行动力响应分析及应力分析。为讨论双层拉杆最优位置及直径,建立了5种上下拉杆比例不同的模型,另外每种比例模型设计3种不同拉杆直径。结果表明:在8度设防二类场地地震波的情况下,上层和下层拉杆比例为0.618∶1,直径为50mm的模型对于球罐优化方面优于其他模型,球罐各项参数均显著减小且应力无放大效应。     

金川二矿区地应力测量及研究新进展

金川镍矿是我国著名的有色金属矿山,工程地质条件复杂,矿山开采难度大。近年来由于矿山开发的深入,开采强度、深度、广度的增加,导致了各类工程地质问题恶化。地应力的测量与研究是进行工程地质问题研究的基础,本文总结了主力矿区二矿区地应力研究的历史,根据最新的实地测量数据,对于二矿区的地应力进行了系统研究与分析,总结了最新的矿区地应力分布规律,更新了应力与深度的计算公式,通过分析,1 000m水平为垂直应力逐渐占据主导地位的过渡带,主应力与最大水平应力增加的幅度变缓,带内的应力状况将变得十分复杂,同一深度,不同工程区域可能会出现不同的应力状态,并且随着最大主应力与最小主应力差值的增加,其剪应力将逐渐加大,这对于地下工程施工和采矿都是十分不利的。     

中国地区水平地壳形变模型的建立

我国大陆板块是欧亚大陆板块的重要组成部分,其板块运动剧烈,地质构造复杂,是全球研究板块运动的重要地区。本文通过对各个块体分别建模和解算,得出结论:中国地区除东北块体相对于欧亚板块不动外,其他块体均有不同程度的形变运动,东部形变较小,西部形变较大;华北块体总体上以大约6mm/a的速率向东运动;华南块体以约5~8mm/a的速率向东南方向运动;新疆块体以约10~15mm/a的速率向北东方向运动;西藏块体也向北东方向运动,但运动速率从南到北逐步减少。     

Finite-difference model of land subsidence caused by cluster loads in Zhengzhou,China

Groundwater exploitation has been regarded as the main reason for land subsidence in China and thus receives considerable attention from the government and the academic community.Recently,building loads have been identified as another important factor of land subsidence,but researches in this sector have lagged.The effect of a single building load on land subsidence was neglected in many cases owing to the narrow scope and the limited depth of the additional stress in stratum.However,due to the superposition of stresses between buildings,the additional stress of cluster loads is greater than that of a single building load under the same condition,so that the land subsidence caused by cluster loads cannot be neglected.Taking Shamen village in the north of Zhengzhou,China,as an example,a finite-difference model based on the Biot consolidation theory to calculate the land subsidence caused by cluster loads was established in this paper.Cluster loads present the characteristics of large-area loads,and the land subsidence caused by cluster loads can have multiple primary consolidation processes due to the stress superposition of different buildings was shown by the simulation results.Pore water migration distances are longer when the cluster loads with high plot ratio are imposed,so that consolidation takes longer time.The higher the plot ratio is,the deeper the effective deformation is,and thus the greater the land subsidence is.A higher plot ratio also increases the contribution that the deeper stratigraphic layers make to land subsidence.Contrary to the calculated results of land subsidence caused by cluster loads and groundwater recession,the percentage of settlement caused by cluster loads in the total settlement was 49.43%and 55.06%at two simulated monitoring points,respectively.These data suggest that the cluster loads can be one of the main causes of land subsidence.     

通过滑面应力状态评价滑坡稳定性

以黄河上游某大型滑坡为例,研究了有限元法在评价滑坡稳定性中的应用。具体操作过程是：建立滑坡的有限元模型,求出滑面上的应力状态,计算滑面上总的抗滑力与总的滑动力之比,最后评价滑坡的稳定性。通过对黄河上游某大型滑坡比较研究发现,采用有限元法比传递系数法得出的稳定性系数高0．07,这种差异属允许差异范围。采用有限元法计算该滑坡在天然与地震两种条件下的稳定性系数分别为1．14和1．1,可以认为滑坡在两种条件下的稳定性较好。该方法原理正确、操作简单、结果可信度高,有一定的适用价值。     

恐龙化石风化效应的TM耦合分析研究

恐龙化石对研究地球演化、生物进化、地层对比、地质年代、古环境、古地理、古气候等方面具有重要的科学价值。但恐龙化石发掘后面临着严重的风化问题,许多化石发掘后十几年甚至几年内就迅速遭受风化破坏。为深入研究探索恐龙化石地质遗迹的深层次风化原因和机理,该文采用TM（温度和应力）耦合分析方法,对山东诸城恐龙化石风化规律进行深入分析研究。根据化石与围岩间膨胀的不协调性,探索在温度变化情况下化石与围岩间的相互作用规律及对风化造成的影响。结果揭示了温度作用下化石风化的初步原因和规律,可为化石保护提供参考科学依据。     

The Effect of Stage on Flow and Components of the Local Force Balance

Flow fields and water and bed surface topography were measured at two different stages as flow shoals over a submerged mid-channel bar in a straight reach downstream of a bend in Solfatara Creek, Wyoming. The data allow calculation and comparison of the magnitude of the component terms in the downstream and cross-stream force balance at the different stages. At the lower stage, corresponding to a discharge that is 30 per cent of the bankfull discharge, the convective acceleration terms in the equations describing the force balance are important, particularly the terms associated with the cross-stream transport of momentum. These terms are large because of the large accelerations and cross-stream flow forced by the shallow flow over the bar. At the higher stage, corresponding to a discharge that is 45 per cent of the bankfull discharge, flow is more directly downstream and cross-stream velocity is generally less in most of the channel. Downstream flow velocities at the higher stage are larger, but the acceleration is more gradual. Consequently, the convective accelerations at the higher stage tend to be less important than at the lower stage. Results from the two different stages suggest that some of the difference in conclusions reached by various workers on the significance of the various terms in the governing equations may be associated with the relative depth of flow. © 1997 John Wiley & Sons, Ltd.     

川藏铁路3000 m水平定向钻井技术方案

川藏铁路设计多条超长深埋隧道,且多处于高海拔、高陡斜坡及雪线以上的无人山区,地形险峻,起伏大,交通条件差。沿隧道轴线的水平定向钻井为隧道勘察提供了一种有效的勘察手段。结合工程及地层特点,从钻井设备、工艺等方面,为超长隧道勘察提供了一种3000 m级水平定向钻井技术方案。方案明确了井身结构、全面钻进和长钻程取心钻进工艺、钻井液措施及部分复杂情况应对措施。以较少的钻探工作量,为隧道勘察提供更加详细的实物地质资料,真实反映隧道内的地质情况。