共查询到18条相似文献，搜索用时 295 毫秒
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位于河北省宽城县某拟建铁路将穿越一老滑坡体,体积约77×104 m3,并在滑坡前缘以路堑方式穿过,因开挖施工导致老滑坡复活.在现场地质调查基础上,阐明了滑坡所在的地质环境条件和发育特征,系统分析了老滑坡的形成原因和复活机理,即老滑坡是受附近断层影响,岩体完整性较差,而前缘河流冲刷和回漩旁蚀降低了边坡的整体稳定性,在暴雨或地震诱发下形成,而修建铁路的路堑开挖则是导致前缘抗滑段失效而复活的主要原因.在现场试验和室内试验成果基础上,分别对沿现滑面和古滑面在不同工况下的稳定性进行计算,并系统分析了铁路路堑边坡开挖对滑坡稳定性的影响程度,并对滑坡治理提出了措施建议. 相似文献
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《山地学报》2015,(6)
关于开挖对阶梯型边坡稳定性及其潜在滑动面位置的影响,目前还缺乏系统研究。以二阶阶梯型均质挖方边坡为研究对象,利用基于有限元应力状态的边坡稳定性分析方法,分别对不考虑开挖效应和考虑开挖效应两种条件下阶梯型边坡的稳定性及其潜在滑动面特征进行了对比,同时对开挖强扰动区的分布特征进行分析。研究结果表明:1.与不考虑开挖效应时计算的边坡安全系数相比,考虑开挖效应后计算得到的边坡安全系数偏小;2.开挖对阶梯型边坡的整体安全系数及其潜在滑动面位置的影响较小;3.在阶梯型均质挖方边坡的设计中,其平台宽度宜大于其上下级坡高平均值的0.5倍,上下级边坡的坡高比宜控制在1~2范围,且下级边坡的坡率小于上级边坡坡率时更有利于边坡的整体稳定。 相似文献
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文章为某古栈道边坡工程治理设计,边坡主要由坡积层、洪积层、残积层及风化基岩组成,其中洪积层为主要的物质组成,洪积层为边坡上部岩质边坡发生多期崩塌后经洪水作用沉积形成的。边坡因开挖修复古栈道形成了大量路堑边坡,极端气候下,局部较高陡的洪积层路堑边坡的稳定性受到影响。选用SNS防护网对较高陡路堑边坡和坡面松散碎石进行临时支护是合理、经济、有效的。 相似文献
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高地震烈度区堆积体边坡动力响应时程特征分析 总被引：10，自引：0，他引：10
考虑到在地震过程中,工程边坡的动安全系数最小值出现在某一瞬间,而用这个值评价边坡在地震荷载作用下的抗滑稳定性不合适宜。在简单分析地震荷载作用下边坡稳定性评价的主要方法及差异基础上,介绍了地震动力响应时程分析法的基本原理和计算过程,明确指出了边坡动力稳定分析时应注意的边界条件、材料参数等问题,建立了评价动力稳定性的有限元应力法表达式。基于地震动力时程反应,结合金安桥水电站库岸堆积体边坡工程,用动力有限元计算获得了边坡的动力响应在空间的变化规律(包括动应力和加速度等)和整体稳定性,计算成果合理地评价了其稳定性。 相似文献
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关于滑坡推力计算方法的合理性及改进方法的探讨 总被引：4，自引：1，他引：3
滑坡推力大小的可靠性与计算方法有直接关系。本文讨论了传递系数法的适用性,提出了改进途径和方法:即用改进的瑞典条分法和江布法来计算滑坡推力,并推导了相应的计算公式,对于治理工程设计和评价有一定的指导意义。 相似文献
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天然边坡在开挖过程中,由于爆破动力作用破坏了原岩的完整性,造成边坡岩体发生局部或整体层裂而形成边坡岩体松动带,使岩体的自稳能力降低(边坡抗滑力减小),甚至可能导致路堑滑坡或坍塌.而目前在边坡设计中没有考虑由于开挖爆破地震效应对边坡稳定性的影响,从而造成个别边坡在开挖过程中或施工完成后产生滑动.通过现场爆破地震效应试验,根据应力波在岩体中的传播规律和运动规律,得出岩体内质点振动加速度和不同部位岩体平均加速度对边坡稳定性的影响效果,给出了水平和垂直方向振动加速度作用下边坡安全系数的计算公式,并通过了实例验证,从而为边坡稳定性设计提供了有力依据. 相似文献
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滑坡稳定性判别的非计算方法 总被引：2，自引：6，他引：2
用计算来确定滑坡的稳定性，由于参数选取存不确定因素，就必然导致了其计算结果的不确定性。而滑坡稳定性判别的非计算方法，是通过对滑坡发育程度、形成条件的综合分析来确定滑坡的稳定程度的方法。文中通过归纳分析波坡的形成条件，然后从滑坡地貌条件、动力作用、堆积物特征、诱发因素等方面详细阐述了滑坡稳定性判别的方法，最后，例举了川藏公路102滑坡实例对该方法进行了验证。实践证明该方法是滑坡稳定性中非常实用和有效的方法。 相似文献
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Zhe Zeng Tong Zhang Qingquan Li Zhongheng Wu Haixiang Zou Chunxian Gao 《International journal of geographical information science》2016,30(4):660-690
Map matching method is a fundamental preprocessing technique for massive probe vehicle data. Various transportation applications need map matching methods to provide highly accurate and stable results. However, most current map matching approaches employ elementary geometric or topological measures, which may not be sufficient to encode the characteristic of realistic driving paths, leading to inefficiency and inaccuracy, especially in complex road networks. To address these issues, this article presents a novel map matching method, based on the measure of curvedness of Global Positioning System (GPS) trajectories. The curvature integral, which measures the curvedness feature of GPS trajectories, is considered to be one of the major matching characteristics that constrain pairwise matching between the two adjacent GPS track points. In this article, we propose the definition of the curvature integral in the context of map matching, and develop a novel accurate map matching algorithm based on the curvedness feature. Using real-world probe vehicles data, we show that the curvedness feature (CURF) constrained map matching method outperforms two classical methods for accuracy and stability under complicated road environments. 相似文献
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M.G. Anderson 《Applied geography (Sevenoaks, England)》1982,2(1):55-68
Pore-water conditions are not well known in road cut slopes in the tropics, despite the particularly acute stability problems in many areas in that climatic zone. Two prediction models are formulated from a study of conditions in road cut slopes in the Caribbean island of St Lucia. These are shown to be capable of predicting pore-water pressures to an acceptable level of accuracy from knowledge of only storm precipitation, material permeability and topography. More generally, such procedures are seen as potentially helpful in the context of cut slope design in tropical areas. 相似文献
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从地貌学角度,分析了三峡工程永久船闸边坡岩体的自然及人为卸荷特性,指出了地表侵蚀、河流下切、开挖船闸等自然及人为地貌过程诱发了岩体的基本卸荷过程,构筑了一个三峡工程永久船闸边坡岩体卸荷特性的宏观模式。实地调砥及数值计算成果均表明,地貌分析法在分析实际岩体工程中,岩体卸荷特性方面具有较强的应用价值。 相似文献
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WINFRIED K. DALLMANN 《Polar research》1988,6(2):141-154
The Berzeliustinden area forms part of the Tertiary fold-and-thrust belt of western Spitsbergen. The relations of a basement-involved thrust fault, decollement structures, and a fault repeating part of the stratigraphy are investigated. The deforming mechanism is thought to be'wedging'of a basement-involved thrust block into bituminous shaly beds of the overlying strata. The thrust fault thus does not continuously cut through to the surface, but lifts the overlying strata, forming a backward directed bedding-parallel thrust fault on top of the wedge. The presence of two bituminous shale formations, both potential splitting mediums for the wedge, complicates the structures. Many structural observations from adjacent areas of the fold-and-thrust belt also fit with this model. It is suggested that thrust wedges are common tectonic elements in the belt and might also be present further east beneath the relatively undeformed Tertiary strata of central Spitsbergen. 相似文献
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Xue Yang Kathleen Stewart Zhen Dong Xia Zhang Qingquan Li 《International journal of geographical information science》2018,32(3):601-621
Lane-level road network updating is crucial for urban traffic applications that use geographic information systems contributing to, for example, intelligent driving, route planning and traffic control. Researchers have developed various algorithms to update road networks using sensor data, such as high-definition images or GPS data; however, approaches that involve change detection for road networks at lane level using GPS data are less common. This paper presents a novel method for automatic change detection of lane-level road networks based on GPS trajectories of vehicles. The proposed method includes two steps: map matching at lane level and lane-level change recognition. To integrate the most up-to-date GPS data with a lane-level road network, this research uses a fuzzy logic road network matching method. The proposed map-matching method starts with a confirmation of candidate lane-level road segments that use error ellipses derived from the GPS data, and then computes the membership degree between GPS data and candidate lane-level segments. The GPS trajectory data is classified into successful or unsuccessful matches using a set of defuzzification rules. Any topological and geometrical changes to road networks are detected by analysing the two kinds of matching results and comparing their relationships with the original road network. Change detection results for road networks in Wuhan, China using collected GPS trajectories show that these methods can be successfully applied to detect lane-level road changes including added lanes, closed lanes and lane-changing and turning rules, while achieving a robust detection precision of above 80%. 相似文献
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Detrital record of Mesozoic shortening in the Yanshan belt, NE China: testing structural interpretations with basin analysis 总被引：3，自引：0，他引：3
The Yanshan fold‐thrust belt is an exposed portion of a major Mesozoic orogenic system that lies north of Beijing in northeast China. Structures and strata within the Yanshan record a complex history of thrust faulting characterized by multiple deformational events. Initially, Triassic thrusting led to the erosion of a thick sequence of Proterozoic and Palaeozoic sedimentary strata from northern reaches of the thrust belt; Triassic–Lower Jurassic strata that record this episode are deposited in a thin belt south of this zone of erosion. This was followed by postulated Late Jurassic emplacement of a major allochthon (the Chengde thrust plate), which is thought to have overridden structures and strata associated with the Triassic event and is cut by two younger thrusts (the Gubeikou and Chengde County thrusts). The Chengde allochthon is now expressed as a major east–west trending, thrust‐bounded synform (the Chengde synform), which has been interpreted as a folded klippe 20 km wide underlain by a single, north‐vergent thrust fault. Two sedimentary basins, defined on the basis of provenance, geochronology and palaeodispersal trends, developed within the Yanshan belt during Late Jurassic–Early Cretaceous time and are closely associated with the Chengde thrust and allied structures. Shouwangfen basin developed in the footwall of the Gubeikou thrust and records syntectonic unroofing of the hanging wall of that fault. Chengde basin developed in part atop Proterozoic strata interpreted as the upper plate of the Chengde allochthon and records unroofing of the adjacent Chengde County thrust. Both the Chengde County thrust and the Gubeikou thrust are younger than emplacement of the postulated Chengde allochthon, and structurally underlie it, yet neither Shouwangfen basin nor Chengde basin contain a detrital record of the erosion of this overlying structure. In addition, facies, palaeodispersal patterns and geochronology of Upper Jurassic strata that are cut by the Chengde thrust suggest only limited (ca. 5 km) displacement along this fault. We suggest that the units forming the Chengde synform are autochthonous, and that the synform is bounded by two limited‐displacement faults of opposing north and south vergence, rather than a single large north‐directed thrust. This conclusion implies that the Yanshan belt experienced far less Late Jurassic shortening than was previously thought, and has major implications for the Mesozoic evolution of the region. Specifically, we argue that the bulk of shortening and uplift in the Yanshan belt was accomplished during Triassic–Early Jurassic time, and that Late Jurassic structures modified and locally ponded sediments from a well‐developed southward drainage system developed atop this older orogen. Although Upper Jurassic strata are widespread throughout the Yanshan belt, it is clear that these strata developed within several discrete intermontane basins that are not correlable across the belt as a single entity. Thus, the Yanshan has no obvious associated foreland basin, and determining where the Mesozoic erosional products of this orogen ultimately lie is one of the more intriguing unresolved questions surrounding the palaeogeography of North China. 相似文献
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在天山北坡以选取的典型区昌吉市和阜康市为例,利用动态相关法、典型流域开采模型法、可开采系数法分析确定地下水可开采量。对这3种方法分别分析了其计算过程中的制约因素,并将计算的结果和以往成果进行了比较。结果表明：动态相关法计算结果准确度较高,成果可靠性高,且在以往的新疆地下水资源评价成果中,至今还未采用过,故推荐动态相关法为新疆天山北坡平原区地下水可开采量确定方法的首选。 相似文献
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风景道是国家旅游与交通产业融合发展的举措,而视觉景观质量（VLQ）则是风景道建设的依托。当代计算机视觉技术的发展为风景道VLQ的研究带来机遇,使其在方法上能够突破主观与客观之间的二元分割。以云南思小高速为研究对象,通过多镜头组合的等距拍摄方式获取道路景观的双眼视域图像,利用图像识别技术获取图像的像素信息;建构“非量表式语义差异法”,从“自然—人工”“多样—统一”“开阔—幽深”3个维度对视域图像进行像素级别的计算。结果显示,案例地VLQ的特征较为突出,具有高度自然、相对统一和开阔的总体特征;不同行驶方向上的VLQ存在差异,但该差异会随观测尺度的扩大而减小。基于研究结果,本文提出设置支线道路配合突出风景道形象、强化双向道路景观的差异化建设措施。实证研究在风景道VLQ测评方面表现出了直观、精确的特征,反映了本文“主体性与客观性兼顾”的方法论优势。该方法的运用将助力管理机构制定更具科学性的风景道规划、建设与管理决策,推动中国风景道的高质量发展。 相似文献