多年冻土地区路基纵向裂缝形成机理研究   总被引：1，自引：1，他引：0  

裴建中  窦明健  胡长顺  王秉纲 《冰川冻土》2006,28(1):116-121

多年冻土地区路基纵向裂缝呈现裂缝数量多、规模大、久治不愈的特点.在野外调查纵向裂缝变形特点和多年冻土上限变化规律分析的基础上,发现导致多年冻土地区纵向裂缝产生的原因是路基边坡坡脚下存在不稳定的融化区域,并提出机理分析模型.通过弹塑性有限元分析,研究了路基中的位移、应变变化规律,提出了纵向裂缝形成过程的3个阶段:初始变形阶段、强度破坏阶段和变形失稳阶段;相应于这3个阶段,路基及地基中呈现了三个性状不同的区域:发育区、抑制区和诱发区.为纵向裂缝防治对策的提出提供了依据.  相似文献   

冻土纵、横波宽带超声换能器的研制   总被引：4，自引：0，他引：4  

彭万巍  袁易全 《冰川冻土》2000,22(1):85-89

根据冻土弹性波测试的要求,研制了一种冻土测试用的５００ＫＨz纵横波复合宽带超声换 能哭喊 。其性能具有灵敏度高、频带宽、声阻撤低的特点,适用于冻土力学特笥的测试。文章介绍了它的结构及相应系统特性,并以１０ｐｓ的延时时间精度,在零度以下气温条件下,实测了不同含水量及负温冻结兰州黄土试块的纵、横波速,获得了好的结果。  相似文献   

黄河下游河床纵剖面形态及其地文学意义   总被引：8，自引：2，他引：6  

陆中臣  周金星  陈浩 《地理研究》2003,22(1):30-38

本文通过河床比降和凹度两个指标,研究黄河下游河床纵剖面形态的自动调整作用,结果发现比降和下凹度多年平均值分别为1.28和1.35,偏离均值为1～2%,变化很小,说明黄河下游河床纵剖面以近于平行抬升的形态调整,标志着河道已进入了老年期发育阶段。对于研究河道发育史和老年期河道的特点,以及在治河上均有重要的理论和现实意义  相似文献   

世界七大洲最高峰构造对比   总被引：5，自引：3，他引：2  

杨巍然 《地学前缘》2000,7(2):587-603

世界七大洲最高峰均位于全球或巨型经向或纬向构造带中 ,暗示山脉形成和地球自转之间有内在联系。它们均位于区域弧形构造带弧顶部位 ,弧形构造带成因包括俯冲弧、碰撞弧和伸展弧三类 ,弧形构造弯曲方向与不同类型弧形构造之间有着特定的几何关系。世界七大洲最高峰均与某种具体构造相联系 ,诸如火山构造、推覆构造等 ,反映构造作用在其形成中的意义。它们在新生代期间均发生强烈隆升 ,至今仍有活动。其隆升过程既有构造隆升 ,又有均衡隆升 ,以构造隆升为主。构造隆升中断裂构造、特别是两组断裂复合起着决定作用 ,火山作用对某些高峰的形成有重要意义。  相似文献   

The Verification and Significance of Three Approaches to Longitudinal Stresses in High–resolution Models of Glacier Flow     

Alun Hubbard 《Geografiska Annaler: Series A, Physical Geography》2000,82(4):471-487

With the purpose of improving the ice physics underpinning time–dependent glacier flowline models, three independent approaches for solving longitudinal stresses in glaciers are discussed and verified by application to Haut Glacier d'Arolla. To highlight any shortcomings, the reduced and much utilised driving stress approximation is also applied and compared. Modelled velocity patterns using the three full stress schemes exhibit consistency with one another and good coincidence with observed velocities for the 1991 summer melt season. Furthermore, these stress patterns indicate that longitudinal stresses are significant and of a similar order of magnitude as the basal shear stress components. However, the driving stress approximation yields erratic fluctuations in the stress and velocity fields which are neither realistic in terms of mass continuity nor agree with observations. Basal decoupling experiments indicate a complex relationship between basal velocity and englacial stresses with considerable dampening of any basal perturbation occurring as it is dissipated towards the surface and transferred throughout the ice mass. The driving stress approximation fails to account at all for any such coupling. Experiments to identify the length scale over which longitudinal effects operate indicate that they are significant even up to 10 ice thicknesses. The implication here is that longitudinal stresses play a significant role in determining glacier dynamics on length scales up to at least 2 km and that the predictive power of models of glacier flow based purely on the driving stress approximation is therefore subject to significant limitations. Inclusion of longitudinal stresses overcomes one of the main limitations imposed on such models and, given the potential ease of incorporation of the schemes described here, this deficiency may readily be resolved.  相似文献   

GIS支持下的澜沧江流域云南段土壤侵蚀空间分析   总被引：23，自引：5，他引：18  

姚华荣  杨志峰  崔保山 《地理研究》2006,25(3):421-429

利用ArcView3.2和ARC/INF08.1软件,通过图层叠加、统计分析和缓冲区分析等,提取西南纵向岭谷区澜沧江流域云南段的不同类型和强度的土壤侵蚀与地形坡度、土地利用/土地覆盖现状、土壤类型和分布、大雨日数以及河流、道路两侧的缓冲区等的相应数据,计算出土壤侵蚀综合度。结果表明,研究区不同坡度等级中,15°²5°坡度上的土壤侵蚀最强,其次为8°¹5°坡地和4°⁸°坡地;>25°坡地上则较小;不同用地类型的土壤侵蚀程度不同,总体上,旱耕坡地的土壤侵蚀较草地严重,而草地又较林地严重;在各种土壤类型中,黄壤和石灰土的土壤侵蚀最为突出,其次为红壤、黄棕壤和南方水稻土等;河流两侧和道路两侧的土壤侵蚀都较整个流域要严重,而河流两侧又略重于道路两侧;当多年平均大雨日数小于20日时,土壤侵蚀程度基本上随大雨日数的增加而增加;当大雨日数大于20日时,土壤侵蚀程度反而较小,原因在于前期大雨冲刷侵蚀,带走了地表的疏松物质。研究结果可为有针对性地防治水土流失、减少河流泥沙和水库淤积提供依据。  相似文献   

Mechanical compression release device in steel bracing system for retrofitting RC frames     

H. Ghaffarzadeh M.R. Maheri 《地震工程与工程振动(英文版)》2006,5(1):151-158

1 Introduction Braced steel frames are commonly used to resist seismic loads. Their seismic behavior was extensively studied during the past decades (Bertero et al.., 1989; Roeder, 1989; Jain, 1978). Their design is governed by the buckling behavior of the bracing members (ASCE, 1994,2002; CSA, 1994). To prevent or delay the seismic buckling of compressive members in concentrically braced frames in steel structures, a great number of methods have been proposed. These include the use of sp…  相似文献   

河套盆地北缘色尔滕山河流地貌参数特征及其成因分析     

王平  宋金跃  酆少英  高守杰  孟祥帅  刘栋梁  邓小娟  李倩  贾佳  花鑫升  宋威  王胜阳 《地质学报》2024,98(4):1129-1145

地貌形态是构造和地表过程相互作用的复杂产物,主要通过构造活动和岩石的抗侵蚀能力等来调节。构造活动相对较弱的古老造山带往往可以忽略构造驱动的岩石抬升,使得研究岩石抗侵蚀能力对其地貌雕刻的贡献成为可能。但是目前大多数活动造山带地貌研究的结果显示地貌主要受控于活动构造,关于岩性对地貌演化影响的报道较少。色尔滕山山前断裂为河套盆地北缘的一条重要控盆断裂,全新世以来该断裂的活动性较强,曾发生过两次较大震级地震（M6. 4和M5. 9）。前人活动构造研究表明该断裂的活动性具有空间差异,中部乌加河镇活动性最强,两端逐渐减弱。但相对河套盆地北缘其他大型断裂（如狼山山前断裂、乌拉山北缘断裂和大青山山前断裂）,该断裂的地貌参数研究较少。同时其地貌演化特征及发育机理仍然不清楚,这些均制约了对该断裂的变形动力学理解。本文基于30 m分辨率的DEM数据对该断裂进行详细的河流地貌学参数研究,包括使用Arcgis和Matlab脚本提取色尔滕山山前33条河流的子流域盆地面积 高程积分（HI）和相应河道陡峭指数（Ksn）、河道纵剖面及其裂点等地貌学参数。结果表明研究区河流HI值大部分处于0. 40~0. 66之间,其中乌加河镇附近具有高值,流域盆地处于发育的壮年期。瞬态河道和稳态河道均沿着色尔滕山山前断裂走向分布,可能表明色尔滕山山前大部分河道目前处于瞬时地貌向均衡地貌演化阶段,并且通过对比发现瞬态河道裂点成因存在岩性和构造共同控制的现象。河道陡峭指数空间分布差异性较大,乌加河镇附近（S13~S20）陡峭指数较大,向两边陡峭指数逐渐减小,在S8河流以西又有增大的趋势。通过结合岩性和降雨情况分析发现,河道陡峭指数除了受岩性抗侵蚀能力影响外,其分布还与色尔滕山山前断裂垂直滑移速率分布和垂直位错分布基本一致。综合来看,地貌参数的空间分布是岩性差异和色尔滕山山前断裂活动分段差异性共同控制的结果,表明该地区岩性和构造对地貌的协同塑造作用。  相似文献   

Lateral stability of central Australian longitudinal dunes     

J. A. Bourne  H. Wopfner 《The Australian geographer》2019,50(2):155-167

Some authors consider that linear dunes migrate laterally on a grand scale, much as rivers move across floodplains. Others have concluded that lateral movement is limited in time and space. During the phase of dune initiation, small ribbons of sand formed in the lee of obstacles merge and coalesce to form recognisable linear dunes. Repeat observations demonstrate that mature sand ridges change position laterally a few metres either way within close limits defined by sand spillages on the slip or avalanche slopes that change orientation in response to changing sand-moving wind directions. This essay considers evidence by which to differentiate these two points of view. Supporting evidence for limited migration take the form of dunes resting on plinths of older alluvial substrates, some capped by gibber and that stand higher than adjacent interdune corridors. Such exposures show that the sand ridges have not migrated laterally during the last several tens of thousands of years. Migration is inhibited by clay cores, calcareous (calcrete) horizons, and the development of vegetated flanks. For these reasons, it is proposed that lateral migration be defined as a change of dune plan position that is greater than the maximum extent of sand deposition that develops in response to changes in the direction of sand-moving winds.  相似文献   

五极纵轴测深法在郑州地区热水资源勘探中的应用     

王建庄 《河南国土资源》1995,(3)

郑州市区的地下热水来自增温地层，在使用电法勘探确定热水层位和埋深时，用五极纵轴测深法与对称四极测深法相结合，取得了良好的地质效果。  相似文献