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41.
基于优势结构面理论的高陡岩质边坡稳定性分析   总被引:1,自引:0,他引:1       下载免费PDF全文
对优势结构面理论及其重要性进行阐述,并将其用于某一高陡岩质边坡的稳定分析工作中。在充分分析相关工程地质资料的基础上,确定在评测指标上占据优势的结构面。利用赤平投影图分析各组优势结构面对边坡稳定性的影响程度,得到边坡剖面相应的控稳优势面组合,并将该组合考虑到岩体稳定性计算分析模型中。利用极限平衡分析软件slide综合评价该边坡在优势结构面影响下的稳定性,并以优势结构面为关键因素,提出相应的治理措施建议。  相似文献   
42.
三峡工程移民迁建区灾害地质体改造与利用研究   总被引:12,自引:5,他引:7  
三峡工程移民迁建区地质环境复杂 ,建设用地严重不足。如何在治理的基础上对滑坡等灾害地质体开发利用是一项风险极大 ,但具非常现实意义的课题。本文论述了预应力锚拉桩在库区大型滑坡防治中的应用成果 ,这种方法不仅能有效地控制滑坡体的稳定性 ,同时 ,也能根据移民工程要求提供适宜的建设用地 ;介绍了注浆方法对库区分布较广的以崩塌、滑坡、岩溶成因为主的崩滑堆积体的改造问题 ,它不仅可以大大降低移民迁建区地基与边坡处理的工程造价 ,也为库区灾害地质体的改造提供了范例 ;弃渣是库区极为突出的环境地质问题 ,不仅危害长江 ,也对移民迁建区构成严重威胁 ,本文介绍了巫山新城等利用加筋土技术处理弃渣 ,并大大增加建设用地的实例 ,由于该挡墙高达 5 6 m,超出了一般意义下的加筋土挡墙范畴 (通常不超过 2 0 m) ,因此出现了前缘筋带断裂和面板脱落问题 ,本文介绍了应用锚管注浆技术进行面板修复的设计 ,为复杂地质条件地区高加筋挡土墙的安全修建提供了经验.  相似文献   
43.
A toppled structure with sliding in the Siwalik Hills, midwestern Nepal   总被引:1,自引:0,他引:1  
Not only the high mountainous regions but also the southern hilly regions of Nepal frequently suffer from landslides and debris flows. An interesting toppled structure with sliding was distinguished on an excavated slope facing the major highway in one such region, the Siwalik Hills. These hills are mostly composed of alternating beds of sandstones and mudstones of the Siwalik Group. A distinct contrast in the direction of dip of the strata was recognized on the excavated slope; the strata in the upper portion of the slope dipped southward, whereas those of the foot slope dipped northward. This indicated that toppling of strata had occurred. The northward direction of toppling and the angle and axis of rotation of the block were determined by examining the distribution of the attitudes of the strata.

Steeply dipping strata influenced by southward thrusting along the major tectonic line, contrasting rigidity between sandstone and mudstone, and rapid dissection by a river were the major causes of the toppling. The bottom surface of the toppled part dipped gently not only northward but also partially westward, showing that the toppled block slid westward after toppling. Evidence for tension cracking and scarplets on the top slope indicated that the block was still actively sliding.

Because steeply dipping sandstone and mudstone strata are widely distributed in the Siwalik Hills, similar structures are inferred to exist in many places. Therefore, the investigation of such slope structures is important, and their instability must be evaluated before road construction and excavation projects are carried out in Nepal.  相似文献   

44.
邱业惠  陈雅娜 《湖南地质》2002,21(3):217-220
崩塌与滑坡是耒阳市的主要地质灾害类型,通过对其发育特征及成生因素的初步探讨,分析并提出了该市崩塌与滑坡的差异性和共同点,针对具体事例论证了以暴雨为主要诱发因素导致的崩滑现象具有明显的阶段性和复活性,提出了今后有效治理崩滑的防治措施和建议,可供地方防灾减灾借鉴参考。  相似文献   
45.
溆浦刘家坪水电站自本世纪80年代末建成以来,14号镇墩开始垂直位移,压力钢管扭曲变形。经现场勘察查明,该镇墩位移与压力钢管的扭曲变形,是由山体滑坡造成的。本文就山体滑坡的特征、成因及其发展趋势等进行了分析,并提出了建议处理方案。  相似文献   
46.
In steep and rocky terrains, their rough surfaces make it difficult to create landslide inventories even with detailed maps/images produced from airborne LiDAR data. To provide objective clues in locating deep-seated landslides, the surface textures of a 5 km2 steepland area in Japan was investigated using the eigenvalue ratio and slope filters calculated from a very high resolution LiDAR-derived DEM. The range of filter values was determined for each of a number of surface features mapped in the field and these included: cracked bedrock outcrops, coarse colluvial deposits, gently undulating surfaces, and smooth surfaces. Recently active slides commonly contained patches of ground in which deposition and erosion occurred together near the erosion front, or where cracked bedrock outcrops and coarse colluvial deposits coexisted under a gently undulating surface. The characteristic eigenvalue and slope filter values representing this sliding process were applied to maps of the DEM derived filter values to extract potential sites of recent landslide activity. In addition, the relationships between the filter values of deep-seated landslides at various stages of evolution within the field mapped area were extended to the entire study area, to assess the contribution that landslide evolution makes to change in the landscape as a whole. While landslide components made up the steepest as well as the gentlest parts of the landscape depending on their evolutionary stage, landslides were constantly coarsened and steepened by progressive erosion, probably initiated by river bank erosion at the foot of slopes.  相似文献   
47.
结合工程实例,介绍隧道工程设计施工过程中利用瞬态面波勘探技术,可确定滑坡体的覆盖范围及基岩埋深,是高效、经济探查、处治方法。  相似文献   
48.
董学山 《云南地质》2012,(3):374-378,339
滑坡位于斜坡中部,面积大、临空面宽,玄武岩碎石土分布广,近期活动明显。经69个钻孔及地表调绘实测,完成稳定性评价及推力计算,有效提供治理依据。  相似文献   
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