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Instability analyses of Merhülietsa slide, Kohima, Nagaland

机译:那加兰邦科希马Merhülietsa滑坡的不稳定性分析

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Part of Merhülietsa colony of Kohima town and the national highway passing through it was devastated by a landslide on May 13, 2007. This unstable zone affected by rotational failure lies in the Disang sediments comprising shale with intercalations between thin-bedded siltstone and fine-grained sandstone. The shales are sheared, crumpled, and weathered to a high degree. This is attributed to a strike-slip fault and two shear fractures. Geotechnical analysis was carried out in the area and a factor of safety of 0.60 obtained for the slide mass. Similar work is extended to the surrounding area which had developed tension fractures. A slip circle drawn from tension cracks helps define future failure planes. A factor of safety of 0.93 is obtained indicating the possibility of progression of the slide zone. Rock mass rating of the shales surrounding the slide zone indicates poor rock condition, pointing to danger of collapse with further progression of the slide zone.
机译:Kohima镇Merhülietsa殖民地的一部分以及穿过它的国道在2007年5月13日被滑坡破坏。受旋转破坏影响的不稳定地区位于Disang沉积物中,该沉积物包括页岩,层状粉砂岩和细粒岩之间夹层砂岩。页岩被高度剪切,弄皱和风化。这归因于走滑断层和两个剪切裂缝。在该区域进行了岩土工程分析,滑移块的安全系数为0.60。类似的工作扩展到已经产生张力断裂的周围区域。从张力裂纹绘制的滑移圆有助于定义未来的失效平面。获得的安全系数为0.93,表明滑动区域可能会发展。围绕滑动带的页岩的岩石质量等级表明岩石条件差,这表明随着滑动带的进一步发展,有坍塌的危险。

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