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Buckling of high natural slopes: The case of Lavini di Marco (Trento-Italy)

机译:高自然坡度的屈曲:Lavini di Marco(意大利特伦托)的案例

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Layered limestones with marly-clayey interbeds are widespread in mountain regions. Where tectonics has not changed the original structure they frequently form homocline slopes, that since the last deglaciation have evolved through planar block slides along bedding joints. A typical dip slope showing this evolution is represented by the left flank of the Adige River valley south of Rovereto (North-Eastern Italy). Even though layers never daylight at the slope toe, the exceptional persistence and weakness of bedding joints allows buckling of layers, which occasionally collapse causing rock avalanches. Before monitoring started, deformations were believed to be no longer active, this conviction being strengthened by the high safety factors provided by limit equilibrium analyses. SAR satellite interferometry performed between 1990 and 2002 and probe inclinometer measures indicate that the slabs located uphill from the buckle folds are slowly sliding. Since some doubts have been raised about rock mass behaviour, slope geometry and hydraulic conditions assumed in the analyses, buckling was back-analysed using the Distinct Element Method (DEM) and the Discontinuous Deformation Analysis (DDA). These treat the rock mass as a discontinuum and account for deformation and failure of the rock material. To perform numerical analyses, rock mass structure, strength and stiffness were determined through extensive in situ and laboratory investigations. For this purpose field surveys, borehole core logging and geophysical surveys were performed and laboratory geotechnical tests on the rock material, clayey interbeds and bedding joints were conducted. Discontinuous analyses confirmed that buckling deformations are definitely possible if some conditions are present (high water pressure, minor flexures). Modelling also indicate that buckling deformations may evolve into failures and should therefore be taken into account in evaluating long term stability of the slope.
机译:层状石灰岩与马利-粘土层间夹层在山区广泛分布。在构造没有改变其原始结构的地方,它们经常形成高斜率斜坡,这是由于最后一次冰消作用是通过沿顺层节理的平面块状滑动演化而来的。 Rovereto(意大利东北)以南的阿迪杰河谷的左翼代表了典型的俯冲坡度。即使层在坡脚趾上从未出现过日光,但顺层接头的出色持久性和脆弱性仍使层屈曲,而层屈曲有时会崩塌,从而引起岩石崩塌。在监测开始之前,人们认为变形不再活跃,这种信念被极限平衡分析所提供的高安全系数所加强。在1990年至2002年之间进行的SAR卫星干涉测量和探针测斜仪测量表明,从弯折褶皱处上坡的平板缓慢滑动。由于人们对分析中假设的岩体特性,边坡几何形状和水力状况提出了一些疑问,因此使用离散元方法(DEM)和不连续变形分析(DDA)对屈曲进行了反分析。这些将岩体视为不连续体,并说明了岩石材料的变形和破坏。为了进行数值分析,通过广泛的现场和实验室调查确定了岩体的结构,强度和刚度。为此,进行了岩心测井和地球物理调查,并对岩石材料,黏土夹层和顺层节理进行了实验室岩土工程测试。不连续分析证实,如果存在某些条件(高水压,较小挠曲),则屈曲变形绝对是可能的。建模还表明,屈曲变形可能会演变成破坏,因此在评估斜坡的长期稳定性时应将其考虑在内。

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