共查询到20条相似文献，搜索用时 156 毫秒
1.
方玉树 《中国地质灾害与防治学报》2007,18(3):149-153
在工程界存在着滑坡安全系数取值应考虑滑坡稳定性高低、对稳定系数较低的滑坡应采用较大的安全系数的思想。考虑滑坡稳定性的具体方式有两种:①考虑滑坡的实际稳定状态或变形情况;②考虑设计工况下的稳定系数。考虑滑坡稳定性的理由也有两种:①变形急剧势必危害较大;②滑坡在治理后的安全储备可用"安全储备系数"(即下滑力按安全系数放大后的剩余下滑力与下滑力不作改变时的剩余下滑力之比)来衡量,而"安全储备系数"存在着随稳定系数的减小而减小的规律。文章的研究表明,滑坡变形越急剧滑坡危害越大的规律是不存在的,滑坡"安全储备系数"既不能衡量滑坡在治理后的安全储备,也不随滑坡稳定系数的减小而减小,滑坡安全系数与稳定系数无关,将安全系数取值与稳定系数大小挂钩会导致诸多不合理现象产生。因此,滑坡安全系数取值不应考虑稳定系数大小。 相似文献
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滇中鱼坝村组的建立及陆相侏罗系底界 总被引：6，自引：0，他引：6
滇中及相邻地区上三叠统舍资组含煤层与下侏罗统冯家河组红层之间，连续沉积了一套杂色细碎屑岩过渡层。其分布稳定，该层所含化石及磁性地层特征表明其时代属早侏罗世。因此建立下侏罗统鱼坝村组，并确定该组底界为陆相侏罗系的底界。 相似文献
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The pursuit of geocataclysm prediction is stimulated by aprioristic confidence in the idea that it can be in principle achieved. This means that small variations in the conditions of the course of a process should generate predictably small variations in its result. In reality, only the following aspects can be predicted: the character of a process as a whole and that of its separate stages; attractor type; and the scenarios of its transition from stage to stage. However, successful predictions of particular events are rare because of the extreme dependence of nonlinear geological systems on variations in initial conditions. Precursors exist, but their efficiency is unpredictably irregular. The rare successes of predictions can be attributed to the weak requirements for forecasts and their examination, as well as to random coincidence with reality. 相似文献
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Prediction of the run-out distance of the debris flow based on the velocity attenuation coefficient 总被引：2，自引：0，他引：2
Yongbo Tie 《Natural Hazards》2013,65(3):1589-1601
Our aim is to determine the run-out distance of the debris flow that is crucial in the assessment, prevention and control of the debris flow hazard. Based on the variation characteristic of debris flow velocity in the alluvial fan, this paper proposes the calculation method of the velocity attenuation coefficient of the debris flow. By defining the velocity attenuation coefficient and deducing its calculating formula, this paper puts forward a new method to determine the run-out distance of the debris flow based on the velocity attenuation coefficient, and Gangou debris flow in Luding County, Sichuan Province is selected as a case for calculation and verification. Having 10 m as its measuring spacing, this paper measured 19 sections at the alluvial fan of the Gangou debris flow (among them, 11 sets of data are valid). And based on the measurement, this paper analyzes the characteristic of the velocity attenuation and calculates its velocity attenuation coefficient after the 2005 debris flow. The study indicates that when the velocity of Gangou debris flow at the alluvial fan is greater than 12 % of the initial velocity (at the mouth of gully), the attenuation is quite remarkable. But when the velocity at the alluvial fan is less than 12 % of the initial velocity, the attenuation is quite slow. Besides, when Gangou debris flow rushes out of the gully mouth (the initial velocity is 10 m/s) and when it attenuates to the 32 time, its velocity is less than 0.1 m/s, the debris flow is considered to stop flowing, and the run-out distance of Gangou debris flow is calculated to be 320 m. But the present alluvial fan of Gangou debris flow is measured to be 285 m in length, and the calculated run-out distance is 320 m, which is 35 m longer than its present length. This means when the debris flow runs out in 2005, it blocked up the main river (Dadu River) in some extent. And this finding is generally in accordance with that from the field survey. The findings can be of theoretical and practical significance in the debris flow hazard assessment, as well as its prevention and mitigation. 相似文献
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通过对压密注浆工艺的技术和经济分析比较,并介绍该工艺在处理浜填土地基中的成功经验,从而得出压密注浆工艺是一种造价低、施工操作简便、周期短、加固效果良好的处理地基方法。 相似文献
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The principal seismicity of the Pamirs—Hindu-Kush area is closely related to a high-velocity body in the region. The dimensions of this body, and its relation with the outcrop of a large area of Precambrian shield-like terrain suggest that it may be the rigid downward extension of a piece of old shield, and that the concentration of stress around its eastern extremity is the source of the anomalous intermediate seismic activity of the region. 相似文献
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厦门-金门大桥桥址地处闽东南沿海断隆带和泉州-汕头地震带南段,濒临台湾海峡,具有独特的地震地质构造环境。为了保障跨海大桥的长期安全性,无疑应对桥址地区的地震地质稳定性进行必要的研究,以期为工程设计提供科学依据。 本文依据近30多年来,对该地区地质构造调查、陆海地球物理探测、地壳形变观测、地震活动性、地壳动力学和工程场地特征等资料进行了比较系统研究,结果表明该区断块构造自晚第四纪以来,呈间歇性上升运动,速率约1-2.3毫米/年,史今地震能量释放速率为(2.737-7.999)×107焦耳/公里2/年。现代地壳水平运动的速度矢量指向南东东,速度值为9-13毫米/年。从震源机制揭示,区域现代构造应力场主压应力轴(P轴)为SE125°,仰角2-8°,引张轴(T轴)为SW215°,仰角2-10°,中间轴(N轴)近垂直。这导致台湾动力触角对闽东南沿海产生强烈的推挤作用。形成潜在震源区。历史上在漳州和金门海外曾发生过61/4至61/2级地震,但桥区内未有破坏性地震(Ms≥43/4级)发生,表明厦门-金门地区构造稳定性介于泉州与南澳岛海外Ms≥7.0级地震的不稳定区之间,为相对较稳定区,适宜建跨海大桥。从地形地貌、工程地质条件显示,桥场地区由花岗岩、变质岩形成的丘陵、红土台地和第四系海陆交互相沉积层所组成。依据场地不同特点与 相似文献
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K. Benzzi B. Tanouti M. Bouabdelli A. Alvarez J. L. Brianso F. Cherradi 《Environmental Geology》2008,53(6):1283-1288
Like the majority of the Mediterranean monuments, the monumental Bab Agnaou gate is covered by a patina having an ochre brown
hue. The petrological and mineralogical studies of this patina using optical microscopy, X-ray diffraction analysis, grazing
incidence X-ray diffraction and electronic scan microscopy made it possible to determine its nature. It is about an artificial
patina containing lime and clays, its colour is attributed to earth pigment. The experimental result and some rare historical
documents made it possible to specify that the application of this patina goes back to the 1930s during the restoration work
carried out at this time. 相似文献
10.
龙陵-瑞丽断裂潞西段的发育特征及意义 总被引：1，自引：0，他引：1
研究区位于潞西盆地西侧,设计泛亚铁路西线大理至瑞丽段经过该区.对该区的工程地质特征及其评价工作是作出合理、可靠的工程设计的基础.龙陵-瑞丽断裂是滇西地区一条深切超壳的活动断裂,对该断裂在研究区内的展布及其深部延展情况进行探测尤为重要.本文通过遥感图像(ETM+和SPOT)对断裂进行宏观解译,并在第四系覆盖区利用EH-4... 相似文献
11.
For a number of objective seasons, the spectrum of a seismic record is very narrow in its time of interpretation. This paper
discusses an approach that enables one to construct methods for broadening a seismic signal spectrum with the ability to take
various a priori information into account and effectively find a solution that is optimal in terms of constraints. 相似文献
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针对废弃人防洞及其对建筑物安全的危害,介绍了压力注浆处理人防洞的原理、方法、工艺、材料、检测方法、处理效果。针对具体实例,介绍了该方法的优点,说明了处理施工的整个过程和工序安排,对今后处理人防洞的实际施工具有一定的借鉴意义。 相似文献
14.
随着工程建设向外海、深水区域不断发展,大直径嵌岩灌注斜桩因其具有更好的承受水平载荷能力,在港口、码头等构筑物基础施工中得到了广泛应用。受工程场地和桩孔设计参数等的影响,该类嵌岩桩多采用冲击成孔的施工方式,且其成孔速度相对其他灌注桩施工方法仍然非常低（约为0.1 m/h）。基于此,本文建立了大直径嵌岩斜桩冲击成孔过程中的冲锤下落受力模型,并通过单因素分析和双因素耦合分析的方式研究了冲锤质量、冲击行程、桩孔斜度,以及冲锤与钢护筒之间的摩擦系数等因素对冲击成孔速度的影响规律。分析认为,在桩孔斜度确定的情况下,冲锤质量和冲击行程是影响冲击成孔效率的主要因素,而摩擦系数的影响可以不作具体要求。 相似文献
15.
中国大别山东南缘首次发现大坝陨坑构造 总被引：2，自引：0，他引：2
简介首次在大别山东南缘安徽省境内发现的大坝陨坑构造。经初步评价,知陨坑呈椭圆形,长轴呈北北东向,长约19km,短轴长约12km,最大坑深约2km,是一个有中央隆起区的复杂型陨坑。在卫片上陨坑显示环形影像,地貌形态为一洼地。陨坑基座保存尚好,可对它直观和追索陨坑构造边界。形成于230Ma左右的各类撞击变质岩石系列齐全,其中含有柯石英等典型的撞击变质矿物及撞击碎理等超微构造,特别是在陨坑基座内壁普遍发现有鉴别陨坑构造最可靠的标志——干裂自角砾岩,都证明大坝环形影像是一个典型的陨星撞击坑构造。它的发现,具有很大的科学及经济意义,对今后褶皱山区寻找和研究陨坑构造具有示范和指导作用,同时大大丰富了建设大别山世界地质公园的地质依据。无庸置疑此发现将促进大别山旅游业的发展及陨星撞击科普知识的传播。 相似文献
16.
Nick Novakowski 《GeoJournal》2010,75(6):553-565
This research provides a comparative examination of Ottawa as an archetype of a knowledge city. Among Canada’s four largest
cities, Ottawa is unique in terms of the characteristics of its labor force, the nature of its employment mix, and its infrastructure.
Since the high-tech downturn of 2001, some of Ottawa’s options as a knowledge city seem to be contracting, despite some simultaneously
encouraging signs (like recovering employment levels in the high-tech sector). This raises a question about Ottawa’s potential
longevity as a knowledge center. The challenge is to understand the inventory of obstacles faced by the city, and address
the sort of alchemy required to maintain and improve its competitiveness as a knowledge city. 相似文献
17.
Comparison of historical and of post-seismic triangulation data is used to model vertical crustal movements in the vicinity of the Kapareli Fault (or the Alkynonides earthquakes North Fault), one of the two antithetic normal faults which reactivated during the 1981, Gulf of Corinth (Ms = 6.7) earthquakes. This fault is characterized by a much smaller geomorphological signature than the South (or Perachora) fault of the same seismic sequence. Analysis of geodetic data on the basis of polynomial filtering and elastic dislocation modelling, as well as analysis of structural and coastal change data permits us to conclude that the upper bound in the uncertainty level of most of the available elevation changes is 20–30 cm, usually lower than the corresponding dislocation signal. In addition, the available geodetic data have a systematic pattern and are consistent with structural data. For this reason they permit more precise constraints on the geometry and the role of the Kapareli Fault (or the Alkyonides earthquakes North Fault): its total length is estimated about 17 km, about 50% longer than its surface trace; about 30–40 cm subsidence of its hanging wall, as well as at least 15 cm maximum uplift of its footwall is also inferred. This new evidence suggests that although in the long-term the Kapareli fault may represent a rather secondary, antithetic fault to the Alkyonides earthquakes South (Perachora) fault, during the 1981 earthquakes it probably had a more important structural role. 相似文献
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三峡库区奉节县向家淌滑坡防治方案研究 总被引：1，自引：4，他引：1
许向宁 《中国地质灾害与防治学报》2004,15(2):89-93
奉节县向家淌滑坡是一个由碎裂岩体构成的岩质滑坡，由老滑坡体和其上的次级滑坡体构成。三峡水库运行后，向家淌滑坡的稳定性降低，次级滑坡将处于欠稳定状态，其前部可能会发生较大规模的滑动。根据滑坡特征、主导诱发因素和稳定性，针对滑坡失稳特征，通过防治方案初选，初步拟定了搬迁避让方案和综合工程治理方案，并从技术经济方面对比分析论证，确定了由抗滑桩工程、地表排水工程、块石护坡工程等组成综合治理方案，布置于变形破坏强烈的坎级滑坡地段，以保证滑坡体稳定，根除危害。 相似文献
20.
杨红喜 《中国地质灾害与防治学报》2009,20(2):20-23
该公路桥桥基区位于高山峡谷地区,边坡稳定性评价问题尤为重要。本文选择具有代表性的两类典型地质剖面,岩土体分层和结构面切割控制滑移模式。设计了结构面不同切割厚度、不同剪出口位置和不同剪出角度等计算方案,对该区高陡边坡的稳定性进行了探讨。根据计算得到的安全系数,确定了其最不利滑移模式。在此基础上,对其自然状态、自然＋地震、饱水状态和饱水＋地震等工况下的稳定性进行了计算分析,发现存在两类典型最不利失稳模式,即浅层滑移模式和结构面切割滑移模式。前者规模有限,危害不大;后者规模相对较大。对工程危害较大,建议对其作锚固和护面处理,也应对坡脚相对软弱层作补强处理。 相似文献