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Characteristic, Type and Slip Surface Estimation at Landslide Zone by Geodetic Method: Study Area: Landslide Zone at Ciloto-Puncak, West Java

机译:用大地测量方法估算滑坡带的特征,类型和滑坡面:研究区域:西爪哇Ciloto-Puncak的滑坡带

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Slip surface to separate between stable soil and unstable soil in the slope. In limit equilibrium method, slip surface is used as reference for safety factor calculation. Landslides phenomenon can be observed by GPS satellite technology to purpose disaster mitigation and monitoring soil displacement. For that purpose, GPS measurement is done to estimate characteristic, type and slip surface position at Ciloto landslide zone by GPS survey. First, an estimate of the slip surface is done by dividing the slope into sections based on the general direction of horizontal displacement of monitoring points. The similarity direction of horizontal displacement at several monitoring points indicates that the monitoring point can be located at the same slip surface. Second, the function of the maximum-minimum geodetic methods and polynomial approaches, including graphical methods to plot the trend line at each velocity the monitoring point to find the position of the point at sliding. The ideal planar slip surface is determined by the infinite slope analysis and circular slip surface is determined by circle arc analysis. The intersection of two velocity trend line of monitoring point, it can provide the estimation of slip surface location. Geodetic approach could give estimation of scarp position also. Locations of scarp in vertical section to ensure compatibility with result of geology research at same study area. Ciloto landslide zone is classified to very slow velocity landslide (5 × 10-5 - 5 × 10-7 mm/second). The characteristic of horizontal displacement has diversity directions. Those characteristic gives indications that landslide zone have many slip surfaces. From this research, the landslide type at Ciloto zone is multiple compound (rotational and translational) debris slides.
机译:滑坡表面将边坡中的稳定土壤和不稳定土壤分开。在极限平衡法中,滑动面被用作安全系数计算的参考。 GPS卫星技术可以观测到滑坡现象,以减轻灾害和监测土壤位移。为此,进行GPS测量以通过GPS测量来估算Ciloto滑坡带的特征,类型和滑动面位置。首先,根据监测点水平位移的大致方向将坡度分成多个部分,以估算出滑移面。在几个监测点上水平位移的相似方向表明,监测点可以位于同一滑动面上。第二,最大最小测地方法和多项式方法的功能,包括以图形方式绘制监测点在每个速度下的趋势线以找到滑动点的位置。理想的平面滑移面通过无限斜率分析确定,而圆形滑移面通过圆弧分析确定。监测点的两条速度趋势线的交点,可以提供滑移面位置的估计。大地测量方法也可以估计陡峭的位置。垂直剖面上的陡坡位置,以确保与同一研究区域的地质研究结果兼容。 Ciloto滑坡带被分类为极慢速滑坡(5×10-5-5×10-7 mm /秒)。水平位移的特征具有多样性的方向。这些特征表明滑坡带有许多滑动面。根据这项研究,Ciloto区的滑坡类型是多种复合(旋转和平移)碎屑滑坡。

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