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1.
以通川区石龙溪滑坡应急变形监测为例,说明在城市中滑坡应急变形监测常用的一些方法。通过对这些方法的综合分析,探索出一种最切合实际的技术方法,以适应城市快速发展中各种地质灾害点的应急监测需要。  相似文献   

2.
滑坡灾害是山区地质灾害的主要类型,危害重大基础设施安全,滑坡的形成机理研究及监测对认识和防治滑坡具有重要的意义。在天池宫滑坡现场综合勘查的基础上,对滑坡区地形地貌、地层岩性、地质构造、滑坡基本特征、变形破坏过程等进行了综合分析,开展了滑坡变形滑移机理及发展破坏趋势研究。结合雨量实时监测、钻孔深部位移监测、全球导航卫星系统(global navigation satellite system, GNSS)监测等综合监测方法,对滑坡地表水平位移、垂向位移、深部钻孔水平位移及钻孔倾斜度等进行了监测及综合分析,并根据监测情况,对滑坡发生后采取的应急治理措施产生的效果进行了评价。结果表明:在应急处置措施实施后,滑坡稳定性有了显著提高,监测结果显示变形趋势呈收敛状态。研究成果为滑坡抢险及天然气管道的及时恢复运营提供了技术支撑,取得了显著的综合效益,该研究可为类似工程滑坡的应急治理及效果评价提供重要参考。  相似文献   

3.
余忠 《探矿工程》2018,45(6):81-84
滑坡土体变形及其处理是滑坡治理施工中的重要问题。本文以浙江省金华市兰溪洞源村滑坡隐患治理工程为例,介绍了施工过程中出现局部不稳定问题后,施工单位与相关单位一道采取的一系列措施,包括对土体的新近变形特征与变形原因分析、应急抢险措施、应急排险效果监测、后续施工方案等内容。这些措施取得了良好的效果,为类似施工提供了借鉴。  相似文献   

4.
三峡库区塘角村1号滑坡变形特征分析   总被引:2,自引:1,他引:1       下载免费PDF全文
塘角村1号滑坡是三峡库区地质灾害防治监测预警工程Ⅲ期应急专业监测点。监测方法为滑体深部位移监测、地表位移监测等。本文通过滑坡变形、库区降雨、库区水位变化等资料的相关分析,总结分析了该滑坡在空间和时间域内的变形特征。降雨强度和降雨量的大小是影响滑体变形速率的因素之一,下部滑体变形对于库区水位下降敏感,当水位在一段时期内按一定速率持续下降时,滑体变形速率明显加大。  相似文献   

5.
三峡库区张桓侯庙东侧滑坡为一大型土质滑坡。为了掌握滑坡的变形状态,对滑坡实施应急动态监测,采用了地表位移、地表沉降、深部位移、地下水位、降雨量及泉流量监测等手段,确定了滑坡的变形范围、主滑方向、滑面深度等基本要素及内部、外部变形特征,通过对监测成果的综合分析将滑坡分为强变形区与弱变形区,确认滑坡性质总体上为推移式,右侧前缘具有牵引式的性质。判断滑坡在监测期间处于匀速变形阶段,降雨是影响滑坡稳定性的主要因素,起到了加速滑面形成的作用。利用监测成果修正了滑面形态,反演滑带参数。建议对滑坡的防治加强地表排水,切忌对强变形区前缘进行开挖。  相似文献   

6.
西南山区某机场高填方边坡在雨季结束后不久产生了变形。通过现场调查,坡体后部土面区出现了三条拉张裂缝,左右侧界也有明显变形迹象,坡脚五级马道水沟挤压变形严重,坡脚挡墙产生一小段垮塌变形。通过地表宏观变形判断坡体处于挤压变形阶段。对此段填方体滑坡及时实施了应急变形监测与工程地质勘察。通过地表变形监测曲线分析,由于错过了初始变形阶段的监测,该滑坡变形一开始就处于等速变形阶段。该滑坡在抗滑桩开挖过程中,变形明显加剧。坡体变形进入加速阶段后,变形速率及变形加速度较等速变形阶段成倍增加。在变形进入临界状态前,及时实施了坡体后部刷方减载,坡脚堆载反压的应急治理措施。应急治理措施实施后,坡体变形速率迅速减小,为永久治理工程的实施争取了时间。  相似文献   

7.
达县杨柳垭滑坡位于达县南郊火烽山东侧斜坡中下部,体积约60×104m3,属大型土质推移式滑坡。根据滑坡现状分析,采取监测+后缘减载+前缘堆载+微型钢管桩等应急抢险措施,监测结果表明,滑坡在应急抢险进场阶段变形非常剧烈,大部分监测点日位移量都在20mm以上,个别的监测点超过100mm;应急抢险治理工程结束后,各监测点日位移量都在5mm以内,说明应急治理工程取得很好的效果,滑坡的变形已得到很好的控制。  相似文献   

8.
以杨柳垭滑坡应急处置为例,研究控制推移式滑坡体变形成灾的途径。从变形特征、工程地质、处置过程和工程措施4个方面分析其应急措施。现场监测和数值模拟对各项工程的效果检验表明,推移式滑坡抢险可通过后缘减载、前缘堆载、抗滑桩和地表截排水,进行治理。  相似文献   

9.
三福高速公路尤溪段K201滑坡是在持续暴雨影响下引起前缘老滑坡复活,并牵引扩大发展,形成高速公路路基坡体变形破坏的岩石滑坡;经滑坡后部刷方减载的应急抢险措施有效控制了滑坡变形快速发展的趋势,并通过路面裂缝位移监测评价了应急减载的工程效果;深部位移监测成果确定了滑面的确切位置,监控了滑坡的发展趋势;滑带强度指标的反演分析和滑坡的稳定性计算进一步揭示滑坡经应急减载后虽处于相对稳定状态,但在暴雨期不利工况条件下,仍存在变形恢复和失稳破坏的可能;通过多方案计算比较和论证分析,确定了路肩锚桩加固的根治工程对策,并经过一年的工后坡体深部位移监测证明了该治理方案的合理性和有效性。  相似文献   

10.
基于滑坡灾害预警分级的应急处置措施   总被引:1,自引:0,他引:1  
滑坡灾害应急处置能力是地质灾害减灾防灾的重要方面。目前,基于滑坡灾害预测和预警分级成果,系统性的应急措施分类研究还鲜有展开,因此,以三峡库区白水河滑坡为例,运用时间序列加法模型将滑坡累计位移分解为趋势项位移与周期项位移,并分别应用多项式拟合及自回归(AR)模型对2个分量进行预测,在此结果上采用聚类分析方法将滑坡变形分为匀速变形与加速变形阶段,综合判断滑坡灾害预警等级,开展了针对滑坡预警分级的应急措施研究。结果表明:白水河滑坡预警等级主要为蓝色和黄色2种类型,对处于不同的预警等级下的滑坡,可根据滑坡变形特征快速决策,基于滑坡灾害预测和预警分级结果能更有效地指导滑坡应急处置。  相似文献   

11.
Komatiites are mantle-derived ultramafic volcanic rocks. Komatiites have been discovered in several States of India, notably in Karnataka. Studies on the distribution of trace-elements in the komatiites of India are very few. This paper proposes a simple, accurate, precise, rapid, and non-destructive wavelength-dispersive x-ray fluorescence (WDXRF) spectrometric technique for determining Sc, V, Cr, Co, Ni, Cu, Zn, Rb, Sr, Y, Zr, Nb, Ba, Pb, and Th in komatiites, and discusses the accuracy, precision, limits of detection, x-ray spectral-line interferences, inter-element effects, speed, advantages, and limitations of the technique. The accuracy of the technique is excellent (within 3%) for Sc, V, Cr, Co, Ni, Cu, Zn, Rb, Sr, Zr, Nb, Ba, Pb, and Th and very good (within 4%) for Y. The precision is also excellent (within 3%) for Sc, V, Cr, Co, Ni, Cu, Zn, Rb, Sr, Y, Zr, Nb, Ba, Pb, and Th. The limits of detection are: 1 ppm for Sc and V; 2 ppm for Cr, Co, and Ni; 3 ppm for Cu, Zn, Rb, and Sr; 4 ppm for Y and Zr; 6 ppm for Nb; 10 ppm for Ba; 13 ppm for Pb; and 14 ppm for Th. The time taken for determining Sc, V, Cr, Co, Ni, Cu, Zn, Rb, Sr, Y, Zr, Nb, Ba, Pb, and Th in a batch of 24 samples of komatiites, for a replication of four analyses per sample, by one operator, using a manual WDXRF spectrometer, is only 60 hours.  相似文献   

12.
最新的流行病学研究表明,空气中较高浓度的悬浮细颗粒可能对人类的健康有不利的影响。根据该项研究显示,由于心脏病、慢性呼吸问题和肺功能指标恶化而导致死亡率的升高与细尘粒子有关。这些研究结果已经促使欧盟于1999年4月出台了限制空气中二氧化硫、二氧化氮、氧化氮、铅和颗粒物含量的法案(1999/30/EC),对各项指标包括对可吸入PM10颗粒的浓度提出了新的限制性指标。PM10颗粒是指可以通过预分级器分离采集的气体动力学直径小于10μm的细颗粒。目前研究的兴趣重点逐步偏向PM2.5这些更细微颗粒物,PM2.5这种颗粒物对健康有明显的不利影响。在欧盟指令2008/50/EC中,对PM10和PM2.5都提  相似文献   

13.
This paper reports the first results of a study of 11 isotope systems (3He/4He, 40Ar/36Ar, 34S/32S, 65Cu/63Cu, 62Ni/60Ni, 87Sr/86Sr, 143Nd/144Nd, 206–208Pb/204Pb, Hf–Nd, U–Pb, and Re–Os) in the rocks and ores of the Cu–Ni–PGE deposits of the Norilsk ore district. Almost all the results were obtained at the Center of Isotopic Research of the Karpinskii All-Russia Research Institute of Geology. The use of a number of independent genetic isotopic signatures and comprehensive isotopic knowledge provided a methodic basis for the interpretation of approximately 5000 isotopic analyses of various elements. The presence of materials from two sources, crust and mantle, was detected in the composition of the rocks and ores. The contribution of the crustal source is especially significant in the paleofluids (gas–liquid microinclusions) of the ore-forming medium. Crustal solutions were probably a transport medium during ore formation. Air argon is dominant in the ores, which indicates a connection between the paleofluids and the atmosphere. This suggests intense groundwater circulation during the crystallization of ore minerals. The age of the rocks and ores of the Norilsk deposits was determined. The stage of orebody formation is restricted to a narrow age interval of 250 ± 10 Ma. An isotopic criterion was proposed for the ore-bearing potential of mafic intrusions in the Norilsk–Taimyr region. It includes several interrelated isotopic ratios of various elements: He, Ar, S, and others.  相似文献   

14.
本文介绍样品经四硼酸锂熔融制成玻璃小饼。采用Lachance模式和理论a系数来校正元素间的效应,由3080E型X-射线荧光谱仪和DF-350B数据处理系统完成硅酸盐中十三个项目的测定。  相似文献   

15.
本文拟定了一种以熔融法制备样片,用X射线荧光光谱测定硅酸盐类样品中Si、Fe、Al、Tj、Mn、Ca、Mg、K、Na、P等元素的分析方法。在对不同靶材X光管和分光晶体实验对比的基础上,选择了最佳的测量条件。该法具有快速、准确,测量范围广,检测限低,价格便宜等优点。经过近百个各种类型标样或管理样品的分析对比表明,本法不仅适用于硅酸盐类岩石样品的分析,还适用于铁矿、铝土矿、碳酸盐类岩矿样品以及水泥、耐火材料等样品的分析。  相似文献   

16.
Mining induced subsidence can significantly affect mining costs where major surface facilities and natural environment need to be protected. Overburden grout injection is a technology used to control coal mine subsidence by injecting the mine waste material extracted from the coal back into the inter-burden rock during longwall mining. The flowing slurry is here categorised as a nonlinear viscous cohesive (Bingham plastic) fluid. During longwall mining the grout slurry is pumped into the separated beds of the rock mass through a central vertical borehole, which is drilled deep into the inter-burden rock strata above the coal seam. However, a blockage can occur in the injection system when the slurry velocity falls below a certain critical threshold velocity, indicating a material phase change from cohesive-viscous to cohesive-frictional. In situ field injection tests through boreholes have been simulated at a smaller scale at the CSIRO laboratory in Brisbane by pumping the slurry through a radial disk (gap = 4 mm) from its centre. Laboratory experiments indicate a general, nonlinear, cohesive, viscous, frictional model for shear behaviour of the slurry, in which the material shear parameters are functions of the disk radial distance. Complete dimensional and dimensionless analytical solutions have been developed based on an approach related to Bingham–Herschel–Bulkley fluid mechanics. The derived formulae include relations for minimum pump pressure, local pressure and pressure gradient, wall shear stress, volume rate, velocity and velocity gradient. The theoretical results match the experimental measurements. The experiments covered slurries with maximum particle sizes of 0.5 to 2 mm with about 50% being larger than 100 µm. The viscosities at the various solids concentrations were measured with a standard torsion viscometer. This study differs from the previous research in several distinct aspects, namely, consideration of the variable shear parameters rather than fixed values, inclusion of total nonlinear behaviour, and implementation of a friction function to mimic behaviour of the deposited and consolidating stiff slurry, which can cause a significant pressure rise as a result of the increased shear resistance.  相似文献   

17.
18.
Between 1985 and 1991, two new mountain protected areas (MTNPA) covering more than 35,000 km2 and based on participatory management models — the Makalu-Barun National Park and Conservation Area, Nepal, and Qomolangma Nature Preserve, Tibet Autonomous Region — were successfully established through the collaborative efforts of Woodlands Mountain Institute and conservationists in China and Nepal. Characteristics common to both projects include the importance of establishing (1) effective rationales, (2) local support constituencies, (3) a senior advisory group, (4) a task force, (5) linkages between conservation and development, and (6) fund raising mechanisms. The lessons derived from the experiences of Woodlands Mountain Institute are of significant value to others in preserving MTNPA. Increased collaboration and communication between all interested in conservation, however, will remain a critical component for expanding mountain protected area coverage to throughout the world.  相似文献   

19.
岩石密度和超高压岩石折返速率   总被引:1,自引:3,他引:1  
在常温常压条件下对中国大陆科学钻CCSD主孔100-3000米岩心样品进行了密度测量,建立了密度连续剖面,并界定了不同超高压岩石的密度值。通过对比高温高压物性实验资料,岩石密度随着退变程度增强而降低,榴辉岩密度变化序列为3.52g/cm3→3.49g/cm3→3.07g/cm3→2.93g/cm3。超高压长英质岩石密度变化序列为3.00g/cm→2.80g/cm3→2.65g/cm3。上述实验资料是讨论不同折返阶段岩石所受浮力的基础,为研究折返速率大小提供了基本参数。本文通过折返板块运动平衡时,上浮力与粘滞力平衡这一关系式,定量研究了大陆俯冲板块的折返速率,认为密度差产生上浮力从而引起折返,温度对板块折返速率的影响最为显著;密度差大小、折返角度、折返板块大小对折返速率也有直接的影响。定量模拟分析表明,在温度高于850℃时,板块的折返速率可以超过100mm/a;当温度降至700℃时,折返速率则低于1.5mm/a。作者认为在折返早期,温度较高,板块快速折返至60-70km榴辉岩相深度;随着传导散热,温度降低,板块以较慢的速率折返至中下地壳。折返速率的估算表明,浮力是板块折返第一阶段(从>100km深部折返至<40km的中下地壳)的主要驱动力。  相似文献   

20.
《Applied Geochemistry》2001,16(2):137-159
Five hundred and ninety-eight samples of terrestrial moss (Hylocomium splendens and Pleurozium schreberi) collected from a 188,000 km2 area of the central Barents region (NE Norway, N Finland, NW Russia) were analysed by ICP-AES and ICP-MS. Analytical results for Al, B, Ba, Ca, K, La, Mg, Mn, Na, P, Rb, Si, Sr, Th, U and Y concentrations are reported here. Graphical methods of data analysis, such as geochemical maps, cumulative frequency diagrams, boxplots and scatterplots, are used to interpret the origin of the patterns for these elements. None of the elements reported here are emitted in significant amounts from the smelting industry on the Kola Peninsula. Despite the conventional view that moss chemistry reflects atmospheric element input, the nature of the underlying mineral substrate (regolith or bedrock) is found to have a considerable influence on moss composition for several elements. This influence of the chemistry of the mineral substrate can take place in a variety of ways. (1) It can be completely natural, reflecting the ability of higher plants to take up elements from deep soil horizons and shed them with litterfall onto the surface. (2) It can result from naturally increased soil dust input where vegetation is scarce due to harsh climatic conditions for instance. Alternatively, substrate influence can be enhanced by human activity, such as open-cast mining, creation of ‘technogenic deserts’, or handling, transport and storage of ore and ore products, all of which magnify the natural elemental flux from bedrock to ground vegetation. Seaspray is another natural process affecting moss composition in the area (Mg, Na), and this is most visible in the Norwegian part of the study area. Presence or absence of some plant species, e.g., lichens, seems to influence moss chemistry. This is shown by the low concentrations of B or K in moss on the Finnish and Norwegian side of the (fenced) border with Russia, contrasting with high concentrations on the other side (intensive reindeer husbandry west of the border has selectively depleted the lichen population).  相似文献   

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