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1.
The slopes of western Lesser Himalaya (at Sangaldhan Block of Udhampur near Ramban, Jammu and Kashmir India) are being severely affected by tectonic and erosional activities. These activities result in deposit of a thick cover of rock fragments and overburden just above the hard rock. The thickness of overburden cover has directly affected the stability of slope in the study area, though the traditional stability estimation techniques, rock mass rating and slope mass rating, rate this area as moderately stable which does not represent the real stability condition. In this research work, the geotechnical and geophysical surveys have been carried out to reckon the slope stability conditions more accurately as compared to traditional slope stability estimation techniques. A new rating, new slope mass rating, is developed, which gives a better picture of the stability of slopes. It incorporates a new parameter of overburden thickness profile, along with slope angle and other associated factors on the slopes of the mountainous terrains. The vertical electrical sounding surveys were conducted for the demarcation of rock–overburden interface and for determining the overburden cover. This new classification depicts an increase of 12.84 % in unstable slope areas giving a better assessment and factual picture of slope stability in our study area. This study also enumerates the importance of geophysical applications in slope stability studies. The research work is applicable in mountainous terrains such as Himalaya, and the major component of the application is the orientation of overburden or the profile of thickness in relation with slope of surface.  相似文献   

2.
喜马拉雅山东南地区地质灾害发育规律初步研究   总被引:2,自引:0,他引:2  
利用遥感手段,结合MapGis,研究了喜马拉雅山东南地区地质灾害的发育情况,发现本区发育的主要地质灾害有滑坡、崩塌、泥石流、冰湖以及堰塞湖。其中崩塌、滑坡、泥石流斜坡地质灾害是本区最重要的地质灾害类型,占到总灾害数量的95.3%。在此基础上对喜马拉雅山东南地区地质灾害发育规律初步研究,发现本区地质灾害的发育在空间上的分布并非均匀,而是具有丛集性的特点。滑坡灾害主要发育在隆子和朗县。泥石流灾害比较严重的有米林、隆子和洛扎3县,而崩塌则主要集中在隆子县。研究发现,本区滑坡发育与地层、地形坡度以及土地类型关系密切,其中修康群、日当组和念青唐古拉群是本区的易滑地层。涅如组由于面积大,其中发育的滑坡较多,但是滑坡的发育率只略高于本区的平均水平。统计表明,16~30的坡度范围是滑坡最容易发生的。大于45以上的坡段很少发生滑坡。灌木林和天然草地这两种土地类型滑坡发育率最高。对于泥石流,研究表明,涅如组中泥石流发育面积最大,发育率也最高。泥石流发育的最适宜坡度也是16~30这样一个坡度范围。冰川和永久积雪区则最易发生泥石流。崩塌发育与地层类型、坡度的关系较为密切,崩塌主要发育在涅如组中,并且集中在坡度大于60以上的陡坡段中。这些初步成果的取得,是以后进行该区地质灾害空间预测的基础。  相似文献   

3.
The present study was conducted along the Mugling–Narayanghat road section and its surrounding region that is most affected by landslide and related mass-movement phenomena. The main rock types in the study area are limestone, dolomite, slate, phyllite, quartzite and amphibolites of Lesser Himalaya, sandstone, mudstone and conglomerates of Siwaliks and Holocene Deposits. Due to the important role of geology and rock weathering in the instabilities, an attempt has been made to understand the relationship between these phenomena. Consequently, landslides of the road section and its surrounding region have been assessed using remote sensing, Geographical information systems and multiple field visits. A landslide inventory map was prepared and comprising 275 landslides. Nine landslides representing the whole area were selected for detailed studies. Field surveys, integrated with laboratory tests, were used as the main criteria for determining the weathering zones in the landslide area. From the overall study, it is seen that large and complex landslides are related to deep rock weathering followed by the intervention of geological structures as faults, joints and fractures. Rotational types of landslides are observed in highly weathered rocks, where the dip direction of the foliation plane together with the rock weathering plays a principle role. Shallow landslides are developed in the slope covered by residual soil or colluviums. The rock is rather fresh below these covers. Some shallow landslides (rock topples) are related to the attitude of the foliation plane and are generally observed in fresh rocks. Debris slides and debris flows occur in colluviums or residual soil-covered slopes. In few instances, they are also related to the rock fall occurring at higher slopes. The materials from the rock fall are mixed with the colluviums and other materials lying on the slope downhill and flow as debris flow. Rock falls are mainly related to the joint pattern and the slope angle. They are found in less-weathered rocks. From all these, it is concluded that the rock weathering followed by geological structures has prominent role in the rock slope instability along Mugling–Narayanghat road section and its surrounding regions.  相似文献   

4.
汶川地震极重灾区地质背景及次生斜坡灾害空间发育规律   总被引:22,自引:4,他引:18  
512汶川大地震造成大量的次生斜坡灾害,本次研究区域为汶川大地震的11个重灾区,包括汶川、北川、青川、安县、平武、茂县、江油、彭州、什邡、绵竹、理县等市县。通过对重灾区航片、卫片、雷达图像的解译研究发现,重灾区次生斜坡灾害的主要灾种表现为崩塌、滑坡以及崩塌、滑坡高速运动解体形成的碎屑流(个别地方由于水的参与表现为泥石流)以及它们堵江形成的堰塞湖。研究发现地震次生斜坡灾害的发育具有明显的丛集性规律。从区域上看,次生斜坡灾害明显呈带状,沿龙门山断裂带展布,并主要受北川映秀断裂控制。各灾种的发育在不同地段发育的规模、频率差别较大。以灾害分布面积来排序,汶川县灾害面积最大,为131.55km2,其次为北川县,为45.57km2,其余9个县(市)灾害面积相差不大,均介于6~17km2,其中理县灾害面积最小,为6.25km2。各灾种的发育在不同地段发育的规模、频率差别较大。青川县、平武县灾种主要为滑坡,汶川县、茂县、安县、理县灾种主要表现崩塌转化的碎屑流,北川的主要灾种则为碎屑流,其次为滑坡,什邡、彭州、绵竹、江油等地主要灾种为崩塌。 灾种发育的这种地域性差别主要受控于地层岩性,除此而外,还与构造特征、地形地貌等因素紧密相关。研究表明:岩性对灾害种类的展布有决定性控制作用。统计发现,岩性越坚硬,崩塌、碎屑流发育率越高,滑坡则在软岩地区、较软岩地区和较坚硬区发育率最高,泥石流则在软岩地区最为发育。地形地貌对次生斜坡灾害的发育有重要影响,统计表明,崩塌、碎屑流以及泥石流在1200~2000m坡段范围内发育率最高,其次为800~1200m坡段;而滑坡则在800~1200m坡段范围发育率最高。对坡度而言,除11~20坡度范围外,崩塌和碎屑流的发育率总体具有随坡度增高而增大的特点;而滑坡和泥石流的发育率呈现典型的单峰特征,在1~20范围内发育率最大。坡向对地震次生斜坡灾害的发育影响不明显。 地震次生斜坡灾害的发育规律表明,地震斜坡灾害的发生主要受控于活动构造本身,并沿活动构造呈带状展布,同时受场地条件如岩性、地形地貌等因素的强烈控制。  相似文献   

5.
内蒙古大青山一带钾长花岗岩系同早元古宙再造岩系密切相伴生,其地质学、岩石学和地球化学特征表明,该区早元古宙时陆-陆碰撞挤压-逆冲作用引发陆壳物质的变质-深熔作用,生成钾长花岗质岩浆,经团结先后生成了黑云母二长花岗岩-正长花岗岩-碱长花岗岩系列岩石。因其经受了由北向南的挤压-逆冲作用,也就构成了东西向的钾长花岗岩带。  相似文献   

6.
7.
川藏公路是一带一路南亚通道的主要干线,其藏东段地质灾害频发,如何有效治理、保障安全畅通意义重大。文章在详细调查的基础上,对取得的藏东段沿线所有边坡数据进行统计及特征分析,利用随机森林理论建立了边坡稳定性评判模型,根据计算出的影响因素重要性大小对边坡的稳定性进行判别,模型检验表明其准确率超过94.44%,同时结合实地验证,对边坡的治理提出了可行性建议,为川藏公路藏东段的有效治理提供实用参考资料。   相似文献   

8.
吕鹏瑞  张海迪  罗彦军  姚文光 《地球科学》2018,43(12):4459-4474
亚东地区出露高喜马拉雅结晶岩系,是研究喜马拉雅造山带地质演化的理想地区.为探讨该区花岗质片麻岩的成因类型、岩浆源区、形成时代以及大地构造意义,对其进行了LA-ICP-MS锆石定年和地球化学特征研究.结果显示,该区的花岗质片麻岩具有高SiO2、Al2O3、Na2O、K2O含量和低Fe2O3、MgO、MnO含量,轻、重稀土明显分馏,相对富集LREE和LILE元素(Rb、Th、U、K),亏损HFSE元素(Ba、Nb、Ta、Sr、P、Ti),锆石表面年龄介于498.5±14.7 Ma~480.0±11.7 Ma.总体显示未分异的钙碱性强铝质S型花岗岩类的特征,可能是后碰撞造山阶段陆源杂砂岩经历高温深熔作用的产物.   相似文献   

9.
在攀西地区,自海西期以来出现两套与大陆裂谷作用有关的岩浆岩共生组合,即基性岩套与碱(酸)性岩套。与基性岩套有成因联系和紧密伴生的印支期碱性正长伟晶岩脉和碱性花岗伟晶岩脉等,普遍具稀有、稀土和铀钍矿化,有的已形成中小型铌钽矿床:碱(酸)性岩套以超基性碱性岩、碱性花岗岩为代表,并具与碱性花岗岩有关的稀有、稀土矿床和铀钍矿化。本文对上述碱性杂岩有关的成矿系列,划分了矿床成因类型,并对主要控制因素作了较为详细的探讨。  相似文献   

10.
次生倾倒破坏是层状反倾岩质边坡的一种主要破坏模式,极限平衡理论是分析倾倒破坏的常用方法,研究反倾节理岩质边坡次生倾倒破坏机理对边坡工程众多的西南山区基础设施建设具有重要的工程指导意义。在Goodman和Bray块体倾倒破坏极限平衡分析方法的基础上,建立了考虑地下水压力、节理连通率、岩体黏聚力等影响因素的反倾岩质边坡在坡后土体推力作用下的次生倾倒地质力学模型,提出了坡后土体推力作用下的反倾节理岩质边坡次生倾倒破坏的解析分析方法,推导出了边坡各岩层下推力的解析表达式,提出了边坡倾倒破坏的综合安全系数,并编写了对应的matlab计算程序,为该类边坡的设计和加固提供了理论依据。通过算例分析表明,与单纯岩质边坡块体倾倒破坏相比,该类边坡次生倾倒破坏形式的特点是破坏基准面以上岩层自上而下依次分为滑移区、倾倒区和稳定区3个部分;地下水压力、节理连通率、底裂面岩体黏聚力对各岩层的破坏形式、稳定安全系数大小都具有明显影响,尤其是在坡体中下部及坡脚部分最为敏感;而各岩层稳定安全系数最小的区域集中于边坡中上部。  相似文献   

11.
西藏阿里西部地区中、酸性侵入岩广泛分布在冈底斯、北喜马拉雅、高喜马拉雅三个构造带中。钾-氩同位素年龄为189—2.2Ma,可以分为燕山早期、中期、晚期,喜山早期、中期五个侵入期。岩石化学、稀土元素和锶同位素的研究表明,形成本区石英闪长岩和花岗闪长岩的岩浆,来源于下地壳;形成花岗岩的岩浆,来源于上地壳.  相似文献   

12.
Numerous peraluminous and porphyritic granitic bodies and augen gneisses of granitic compositions occur in the nappe sequences of the Lower Himalaya. They are Proterozoic-to-lower Paleozoic in age and have been grouped into the ‘Lesser Himalaya granite belt’. The mode of emplacement and tectonic significance of these granites are as yet uncertain but they are generally considered to be sheet-like intrusions into the surrounding rocks. The small and isolated granite body (the Chur granite) that crops out around the Chur peak in the Himachal Himalaya is one of the more famous of these granites. Several lines of evidence have been adduced to show that the Chur granite has a thrust (the Chur thrust) contact with the underlying metasedimentary sequence (locally called the Jutogh Group). The Chur granite with restricted occurrence at the highest topographic and structural levels represents an erosional remnant of a much larger sub-horizontal thrust sheet. The contact relations between the country rocks and many of the other granite and granitic augen gneisses in the Lesser Himalaya belt are apparently similar to that of the Chur granite suggesting that at least some of them may also represent thrust sheets.  相似文献   

13.
映秀—卧龙公路沿线汶川地震地质灾害研究   总被引:4,自引:0,他引:4  
映秀—卧龙公路是汶川地震灾区距震中最近、震害最为严重的一条公路,本文对沿线地震地质灾害进行了详细的调查研究。依据震害特征,将沿线震害划分为斜坡中上部强风化岩体及土层失稳、结构面切割岩体崩滑失稳、滑坡、泥石流等4类,并分析了沿线震害发育规律。调查表明:龙门山后山断裂两侧地震地质灾害呈现显著的差异性,主要是由深大断裂的消震隔震效应,地貌放大效应,地质结构等三方面因素决定的。通过134条实测剖面分析,研究了地震失稳斜坡坡度和失稳部位。地震诱发失稳斜坡坡度在33°~84°之间,主要分布在41°~65°之间,可以认为地震诱发斜坡失稳灾害主要发生在40°以上的斜坡。斜坡失稳部位主要分布在斜坡中上部以及地貌突出部位,主要失稳部位在0.4坡高以上。从研究斜坡动力失稳的角度,将沿线斜坡划分为基岩-土层及强风化层斜坡地质结构、不利外倾结构面基岩斜坡地质结构、块状构造基岩斜坡地质结构、块碎石土层斜坡地质结构等几种地质结构模型,分析论述了各种地质结构相应的地震地质灾害类型及特点。  相似文献   

14.
对浙江省内花岗质岩石样品薄片在偏光显微镜下鉴定,试图建立矿物学与微构造之间的联系,确定裂隙分布矿物学控制因素,并调查微裂隙与交代变质蚀变之间的关系.薄片显示花岗质岩石主要由斜长石、钾长石、石英和云母组成.其中长石和云母解理发育,在结构上更易于变形,而石英则表现为均质特征,其中的裂隙比其他矿物(长石、云母)中更发育.这些解理和裂隙接纳流体进入并造成交代变质.在此过程中,黑云母被白云母交代而形成石英并释放出钾,这些钾进而交代斜长石而形成钾长石.值得关注的是,一些矿物颗粒边界显现出很少的变形,如钾长石-斜长石边界和石英-石英边界呈现较低程度的颗粒间碎裂,并变得可能比以前更坚硬,这是因为重结晶作用和交代作用胶结了以前的碎裂结构.最后,变形作用影响到整个岩石,为流体通过岩石打开通道,进一步的微裂隙对大规模钾交代变质作用的发生至关重要.研究区内花岗岩的矿物学及裂隙特征表明,交代作用可以作为可靠的构造标志,用以恢复浙江花岗岩现代和古裂隙的几何特征.  相似文献   

15.
新疆乌伦古富碱花岗岩带碱性花岗岩成因及其形成构造环境   总被引:20,自引:1,他引:19  
新疆东准噶尔西北部乌伦古河南岸,受乌伦古深断裂控制、沿扎河坝-萨尔铁列克-塔斯嗄克-线,发育着一系列碱性花岗和偏碱性花岗岩侵入体,构成了东准噶尔境内一条颇具物色的富碱花岗岩带,与乌伦古蛇绿岩带相伴产出,显示其重要的构造意义。花岗岩地质学、岩石学矿物学和地球化学研究表明,同国内外已知A型花岗岩相对比,乌伦古富碱花岗岩、属典型的A型花岗岩;同时又具有不同于其碱性花岗岩的某些特性,如岩石化学成分上相对较高的Fe2O3和MnO含量,Na2O>K2O 等,通过乌伦古带碱性花岗岩的系统研究,并参考前人研究成果,笔者提出了“地幔物质活动+脱水的硅铝质源岩部分熔融+花岗质岩浆分异作用+张性地质环境”这一A 型花岗岩的复合成因模式,可以较好地解释A 型花岗岩的成因机理。通过一系列地球化学图解的判别,结合区域构造演化的分析,得出了乌伦古带碱性花岗岩形成于中、晚石炭世碰撞造山之后的拉张构造环境的结论。乌伦古带碱性花岗岩重要的构造意义,在于不仅它的形成代表着东准噶尔造山作用的结束,而且它的空间分布,同其南侧卡拉麦里带碱性花岗岩一道,标志着西伯利亚和哈萨克斯坦两大板块之间巨型缝合带的客观存在,从而揭示了花岗岩类的研究 探讨和解决大地构造问题上的重要作用。  相似文献   

16.
中国38亿年古陆壳锆石的成因矿物学研究   总被引:1,自引:0,他引:1  
鲍学昭  陈松年 《矿物学报》1996,16(4):410-415,T001
本文从锆石晶体形态,环带及晶体从核部于边缘的成分演化等特点,论述了中国最老(38亿年)两个锆石样品的岩浆成因属性,并发现它们的母岩在成因上存在差异,鞍山花岗靡棱岩是地幔或地幔来源为主的花岗质岩石,而冀东铬云母夕线石英岩中锆石的母岩则属壳源或壳幔混合型花风岩石,这些差别表明38亿年华北石陆壳岩石类型具有多样性。  相似文献   

17.
Kat County, which is located in a slope of hilly region and constructed in the side of a mountain along the North Anatolian Fault Zone, is frequently subject to landslides. The slides occur during periods of heavy rainfall, and these events cause destruction to property, roads, agricultural lands and buildings. In the last few decades, a lot of houses and buildings have been damaged and destroyed. Settlement areas have remained evacuated for a long time. The slope instabilities in the study area are a complex landslide extending from north to south containing a lot of landslides. Field investigations, interpretation of aerial photography, analyses of geological data and laboratory tests suggest that some factors have acted together on the slopes to cause the sliding. In the wet season, the slopes became saturated. As the saturation of the earth material on the slope causesa rise in water pressure, the shear strength (resisting forces) decreases and the weight (driving forces) increases; thus, the net effect was to lower the safety factor. Previous failures have affected the rock mass, leading to the presence of already sheared surfaces at residual strengths. The relation between the joint planes and the instability of the slope in the study area was discussed and it was found that the potential slope instabilities are mainly in the directions of NW–SE, NE–SW and N–S. The landslide susceptibility map obtained by using the geographical information system showed that a large area is susceptible and prone to landslides in the northern part of the study area.An erratum to this article can be found at  相似文献   

18.
《International Geology Review》2012,54(12):1623-1630
Niobium-bearing granites in the Soviet Union are described as associated with apices of large granitic intrusives, and it is possible to trace their field relationships into nearby granitic intrusives. Albitization of microcline and quartz,. uneven distribUtion of rock-forming minerals, and rare metal minerals are suggested as metasomatic criteria. Most importantly, niobium and zircon mineralizations have close paragenetic association with the albitization and decrease with depth into the associated granitic intrusives. Hence, this paper presents a method of formation of niobiumcontaining granites resulting from the albitization and metalization of the hoods or apices over igneous granitic bodies. The process is described as a metasomatic one and the author feels that similar niobium-containing granites elsewhere in the world which have been interpreted as magmatic in origin should actually be metasomatic instead and derived by intensive albitization and rare-metal metasomatism, a process which is described and prescribed for the niobium-bearing granites of the U.S.S.R. --Robert M. Hutchinson.  相似文献   

19.
应用Rb-Sr同位素地质年代学方法,系统地研究了大别山东部两类不同构造环境(同构造花岗岩和非构造花岗岩)成因的花岗岩及大别杂岩混合二长片麻岩的冷却就位和构造-变质时代.结合区域上大别杂岩和花岗岩已有的同位素地质年代学成果分析,结果表明:(1)大别山东部燕山晚期区域变质-混合岩化-岩浆活动是同一构造-热事件的产物;(2)大别杂岩与中生代花岗岩具有相似的热历史,中下地壳大别杂岩的出露是燕山晚期区域构造抬升的结果  相似文献   

20.
桃岭-段莘带是位于江南造山带东段的一条东西向展布的燕山期花岗岩带,由7个岩体构成。通过锆石LA-ICPMS定年方法得到该带6个岩石样品的年龄分别为131.2Ma±1.9Ma,131.3Ma±1.9Ma,132.0Ma±1.8Ma,129.7Ma±1.6Ma,149.1Ma±1.8Ma和152.4Ma±2.6Ma。定年结果表明,该带花岗岩存在早、晚两期岩浆活动。早期花岗岩形成时代为晚侏罗世(152.4Ma^149.1Ma),岩性以黑云母二长花岗岩和二云母二长花岗岩为主;晚期花岗岩形成时代为早白垩世(132.0Ma^129.7Ma),岩性以二云母花岗岩和二云母二长花岗岩为主。江南造山带东段燕山期岩浆活动可划分为早、晚两个期次(155Ma^137Ma和137Ma^121Ma),早期岩浆作用和W,Mo多金属成矿密切相关,而晚期岩浆作用成矿作用不显著。桃岭-段莘带燕山早、晚期花岗岩年代学上分别与江南造山带东段燕山早、晚期岩浆岩相对应,这些花岗岩可能是在伸展构造背景下形成。  相似文献   

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