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    Landslide Movement at Lokanthali during the 2015 Earthquake in Gorkha, Nepal

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2018:;Volume ( 144 ):;issue: 003
    Author:
    Tiwari Binod;Pradel Daniel;Ajmera Beena;Yamashiro Brian;Khadka Diwakar
    DOI: 10.1061/(ASCE)GT.1943-5606.0001842
    Publisher: American Society of Civil Engineers
    Abstract: The Gorkha earthquake (Mw=7.8) of April 25, 215, caused widespread damage in the Kathmandu Valley. At a gently sloping site, known as Lokanthali, large ground fissures and tension cracks with vertical offsets in excess of 1 m, were observed along a ridge for a distance of about 1 km. The authors conducted a postearthquake engineering field reconnaissance of the affected areas, surveyed the topography of the site, performed subsurface explorations, conducted in situ shear strength tests, and performed dynamic simple shear as well as bender element tests, on soil samples from the site. Additionally, numerical analyses were performed to understand the seismic vulnerability of the site. The numerical geomechanical modeling showed that the site was most likely affected by seismically induced landslide movements. Results of this study provide a valuable case history of moderate seismic shaking and landslide movement, which may be used by researchers for the calibration of simplified Newmark models.
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      Landslide Movement at Lokanthali during the 2015 Earthquake in Gorkha, Nepal

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4249824
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorTiwari Binod;Pradel Daniel;Ajmera Beena;Yamashiro Brian;Khadka Diwakar
    date accessioned2019-02-26T07:51:01Z
    date available2019-02-26T07:51:01Z
    date issued2018
    identifier other%28ASCE%29GT.1943-5606.0001842.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249824
    description abstractThe Gorkha earthquake (Mw=7.8) of April 25, 215, caused widespread damage in the Kathmandu Valley. At a gently sloping site, known as Lokanthali, large ground fissures and tension cracks with vertical offsets in excess of 1 m, were observed along a ridge for a distance of about 1 km. The authors conducted a postearthquake engineering field reconnaissance of the affected areas, surveyed the topography of the site, performed subsurface explorations, conducted in situ shear strength tests, and performed dynamic simple shear as well as bender element tests, on soil samples from the site. Additionally, numerical analyses were performed to understand the seismic vulnerability of the site. The numerical geomechanical modeling showed that the site was most likely affected by seismically induced landslide movements. Results of this study provide a valuable case history of moderate seismic shaking and landslide movement, which may be used by researchers for the calibration of simplified Newmark models.
    publisherAmerican Society of Civil Engineers
    titleLandslide Movement at Lokanthali during the 2015 Earthquake in Gorkha, Nepal
    typeJournal Paper
    journal volume144
    journal issue3
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0001842
    page5018001
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2018:;Volume ( 144 ):;issue: 003
    contenttypeFulltext
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