盾构法隧道衬砌施工阶段受力特性的三维有限元模拟

拼装衬砌是盾构隧道主要承重结构,其受力性能的好坏直接影响到隧道安全,因此,正确分析拼装衬砌的受力特征,对于衬砌的合理设计非常重要。而且,施工阶段作用在盾构衬砌的荷载与使用阶段相比存在很大差异。通过运用可以考虑接触问题的三维有限元对连续模型及通、错缝拼装的隧道衬砌在施工阶段的受力性能进行了分析,得出衬砌的应力变形规律,为盾构隧道衬砌的设计提供有益的参考。     

水工隧洞钢筋混凝土衬砌非线性有限元分析

在已有岩土程序的基础上,考虑混凝土材料的开裂特性,增加了钢筋和混凝土开裂的模拟功能,编制了相应的非线性有限元计算程序,实现了塑性迭代和开裂迭代计算的耦合。结合某水电站导流隧洞的工程实例,进行了施工、运行和封堵全过程仿真分析。计算过程显示：本算法迭代计算稳定,收敛性好,满足精度要求。同时研究结果表明：运行期,混凝土衬砌的开裂范围、裂缝宽度和相应的钢筋应力随着衬砌与围岩之间初始缝隙值的增大而增大;封堵期,围岩塑性区随着外水位的增加而增大,需要采取相应的加固措施保证围岩稳定。     

海上浮体动力定位外力计算

动力定位系统（dynamic positioning system）是一种闭环自动控制系统,采用推力器来抵抗风、浪、流等作用在浮体上的境力,使其保持在所要求的位置上。船舶的风和流作用力由经验公式求得,波浪力主要考虑二阶漂移力,由三维势流理论的直接积分法求得。通过模拟仿真,表明其结果能够用于船舶动力定位系统研究。     

兴蒙造山带西南缘早古生代晚期变形带的变形特征与白云母Ar-Ar年龄

在内蒙古西部图古日格地区发现东西向延伸约20km、南北宽约2~4km的变形带,由奥陶纪白云山组石英片岩、白云母石英片岩、片理化大理岩和石英砂岩组成。片理稳定倾向南东,但透入性不均,从北向南可分为四个强和弱变形亚带。石英组构分析表明强变形带中发生了动态重结晶向静态重结晶的转变。据石英组构推测强变形亚带的变形温度范围约为350~500℃之间。这一温度区间高于或近于白云母的封闭温度,因此白云山组强变形带中白云母的年龄可以代表变形年代。采自强变形亚带白云母的Ar/Ar等时线年龄为440.3±7.2Ma。考虑到样品所在地构造位置为造山带的弧前或岛弧地区,是板块俯冲作用的高应变带,因此该年龄应代表与俯冲有关的挤压变形事件的发生时代,即反映早古生代末期造山作用的时代。这条变形带的发现为解释图古日格地区造山带格局提供了构造变形方面的证据。研究区变形带的形成时代与温都尔庙地区高压变质事件在误差范围内相同,表明两个地区都受到早古生代末期造山作用的影响,也表明兴蒙造山带的南造山带从西部图古日格地区向东沿延至温都尔庙地区。     

河南乔端金矿床地质特征及成因探讨

乔端金矿床位于区域性乔端-瓦穴子断裂上盘的次级构造带中,矿体赋存于加里东期石英闪长岩中。矿床矿石类型包括蚀变岩型和石英脉型两种;矿床严格受构造破碎带控制,成因上与燕山期岩浆侵入活动关系密切。     

黄河三角洲土壤盐渍化原因分析与生态风险评价

以黄河三角洲为研究区域,选择土壤全盐为标志,以海拔高程、地下水位、地下水矿化度、、灌溉排水状况、土壤有机质和人口密度6个土壤盐渍化主要控制性因子,采用聚类分析方法进行了土壤盐渍化原因分析;基于ArcGIS 9.3和Matlab,选择上述7个要素为评价因子,以归一化植被指数(NDVI)为生态终点,利用灰色关联度方法建立了区域土壤盐渍化的生态风险评价模型,并进行了生态风险评价。结果表明:黄河三角洲土壤盐渍化主要受自然和人为因素驱动,其中地下水位和海拔高程等自然因素是造成研究区土壤盐渍化的自然因素,土壤有机质和人口密度等是人为因素;土壤盐渍化极大和重度风险区域集中分布于黄河三角洲东南沿海区域、西北沿海、东北部的部分地区,该区域受海洋影响强烈,土壤盐渍化面积最大,占到总面积的58%以上;无风险、轻度风险和中度风险区域主要与黄河径流的距离有关,且随着距离增大而风险增加。     

低空急流的研究进展与展望

低空急流与强降水事件、空气污染、风能利用、航空安全、沙尘暴、森林火灾及其他诸多天气、气候现象存在着密切的联系,因此自发现之日起便受到人们的广泛关注。在过去的半个多世纪中,中外气象学家围绕着低空急流事件开展了大量的研究并取得了丰硕的研究成果。对这些成果进行了综合回顾,重点对低空急流的分类和定义、分布状况及结构特征,低空急流形成演变机制,低空急流与降水及其他领域的关系等三个方面的研究工作进行了总结。最后通过对比分析中外针对低空急流事件的研究历史和现状,指出了中国现有研究工作中所存在的诸如低空急流选取标准宽松、观测数据缺乏且质量控制不完善、低空急流自身特征与形成演变机制研究数量和深度有限、交叉领域研究工作匮乏等方面的问题,并对未来的研究方向进行了展望。     

Structural evolution of the Kopeh Dagh fold-and-thrust belt (NE Iran) and interactions with the South Caspian Sea Basin and Amu Darya Basin

We present a detailed stratigraphic and structural study of the Kopeh Dagh fold-and-thrust belt in NE Iran, which is an investigation of the complex polyphased tectonic history of this belt and its links with the adjacent South Caspian Sea and Amu Darya basins. Based on numerous field surveys, a large amount of 2D and 3D seismic data, borehole data and more than 150 new biostratigaphic datings, a new detailed biostratigraphic chart and 4 main regional cross-sections illustrate the importance of lateral facies variations and structural inheritance in the present-day structure of the belt.After the Cimmerian orogeny corresponding to the closure of the Paleotethys Ocean in Late Triassic/Early Jurassic times, a Middle Jurassic post-collisional rifting event was associated with the deposition of one of the main source rocks of the Kopeh Dagh and the Amu Darya Basin (Kashafrud Formation). Following this rifting event, over 7 km of sediments were accumulated until the Tertiary above a regional post-Triassic unconformity. The occurrence of local uplifts during the Late Cretaceous-Early Paleocene is interpreted as a consequence of regional-scale modification of plate-slab coupling in the Neotethys subduction zone. The main inversion of the Kopeh Dagh occurred at Late Eocene times, when the far-field deformation developed in Eurasia as a consequence of the locking of the Neo-Tethys subduction. This folding phase is sealed in the western part of the belt by a major Eocene-Oligocene unconformity at the base of the thick sedimentary series belonging to the South Caspian Sea Basin. The bulk of sedimentary infill in the South Caspian Sea Basin is Oligocene and younger, and it is probably related to syn-compressional downward flexure of the resistant basement basin at the onset of the Alpine phase. In the eastern part of the Kopeh Dagh, this deformation is characterized by Middle Jurassic graben inversion with evidence of forced folding, short-cuts and as well by larger scale basement uplifts. In contrast, the northwestern part of the belt shows thrust faults involving basement and fault-propagation folds within the sedimentary sequence. The Kopeh Dagh presents tectonic structures that are parallel to the Paleotethys suture zone, which emphasizes the importance of the structural inheritance and inversion processes during the structural evolution of the belt. Finally, a change from a mostly dip-slip to a mostly strike-slip tectonics occurred during the Pliocene within the Kopeh Dagh as a consequence of a major tectonic reorganization in North-East Iran.     

Generalized force vectors for multi‐mode pushover analysis

A generalized pushover analysis (GPA) procedure is developed for estimating the inelastic seismic response of structures under earthquake ground excitations. The procedure comprises applying different generalized force vectors separately to the structure in an incremental form with increasing amplitude until a prescribed seismic demand is attained for each generalized force vector. A generalized force vector is expressed as a combination of modal forces, and simulates the instantaneous force distribution acting on the system when a given response parameter reaches its maximum value during dynamic response to a seismic excitation. While any response parameter can be selected arbitrarily, generalized force vectors in the presented study are derived for maximum interstory drift parameters. The maximum value of any other response parameter is then obtained from the envelope of GPAs results. Each nonlinear static analysis under a generalized force vector activates the entire multi‐degree of freedom effects simultaneously. Accordingly, inelastic actions develop in members with the contribution of all ‘instantaneous modes’ in the nonlinear response range. Target seismic demands for interstory drifts at the selected stories are calculated from the associated drift expressions. The implementation of the proposed GPA is simpler compared with nonlinear response history analysis, whereas it is less demanding in computational effort when compared with several multi‐mode adaptive nonlinear static procedures. Moreover, it does not suffer from the statistical combination of inelastic modal responses obtained separately. The results obtained from building frames have demonstrated that GPA is successful in estimating maximum member deformations and member forces with reference to the response history analysis. When the response is linear elastic, GPA and response spectrum analysis produce identical results. Copyright © 2010 John Wiley & Sons, Ltd.     

塔木察格盆地南贝尔凹陷东次凹构造转换带与油气成藏关系

塔木察格盆地位于蒙古国东部,与中国的海拉尔盆地同属一个盆地,为叠置于兴蒙造山带之上的拉张一挤压型中新生代陆相断陷盆地.南贝尔凹陷位于海拉尔一塔木察格盆地中部断陷带的中部,面积为3 200 km2.南贝尔凹陷东次凹南一北洼槽构造转换带位于南贝尔凹陷东次凹中部,为反向聚敛叠覆型构造转换带,是重要的含油气构造带.转换带对油气...