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Ground Deformation at Lokanthali, Kathmandu, Due to the M_w 7.8 2015 Gorkha Earthquake

机译:加德满都Lokanthali的地面变形,原因是2015年M_w 7.8戈尔卡地震

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The M_w 7.8 2015 Gorkha Earthquake left close to 9,000 people dead, 22,000 people injured and a loss of properties over $5B. One among the major disasters triggered by this earthquake was landslides. Moreover, many buildings, including several of modern construction, collapsed in Kathmandu due to the earthquake shaking. One of the widely covered damages was the ground failure at Lokanthali, along Araniko Highway in Kathmandu. This failure affected a 250 m long stretch of the highway with vertical movements of more than a meter and lateral displacements on the order of 0.5 m, and also seriously damaged dozens of buildings. To identify the causes of ground failure, the authors performed a site investigation including subsoil exploration with field Vane Shear Testing and Swedish Weight Sounding equipment, as well as topographical mapping. Additionally, numerical analyses were also performed to understand the seismic vulnerability of the site. Our study revealed that Lokanthali was affected by seismically induced landslide movement although the site has gentle slopes and the Gorkha earthquake produced relatively moderate ground accelerations at this location.
机译:2015年M_w 7.8哥尔卡地震造成近9,000人死亡,22,000人受伤,财产损失超过$ 5B。这次地震引发的主要灾害之一是山体滑坡。此外,由于地震,加德满都倒塌了许多建筑物,包括数栋现代建筑。覆盖范围广泛的损害之一是加德满都Araniko公路沿线Lokanthali的地面破坏。这次破坏影响了一条长达250 m的高速公路,垂直运动超过一米,横向位移约为0.5 m,还严重损坏了数十座建筑物。为了确定地面破坏的原因,作者进行了现场调查,包括使用现场叶片剪切测试和瑞典重量探测设备进行地下土壤勘探,以及地形图绘制。此外,还进行了数值分析,以了解该地点的地震脆弱性。我们的研究表明,洛坎塔利(Lokanthali)受地震诱发的滑坡运动的影响,尽管该地点坡度平缓,戈尔卡地震在该位置产生了相对中等的地面加速度。

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