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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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