VELOCITY OF VISCID FLOW LANDSLIDES IN THE EVENT OF A PILE CURTAIN AND A CONTINUOUS RETAINING WALL

VELOCITY OF VISCID FLOW LANDSLIDES IN THE EVENT OF A PILE CURTAIN AND A CONTINUOUS RETAINING WALL

In regions of intensive precipitation, slopes tend to become viscid due to accumulated moisture. The ultimate resistance of soils susceptible to landslides is equal to zero, while shear stresses between layers are proportional to the velocity gradient. To prevent landslides, slope soil is stabilized...

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Bibliographic Details
Main Authors: Buslov Anatoliy Semenovich, Kalacheva Elena Nikolaevna
Format: Article
Language:English
Published: Moscow State University of Civil Engineering (MGSU) 2012-10-01
Series:Vestnik MGSU
Subjects:
viscous flow
retaining wall
flood control volume
landslide
pile row
Online Access:http://vestnikmgsu.ru/files/archive/issues/2012/3/ru/3.pdf

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