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...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Moscow State University of Civil Engineering (MGSU)
2012-10-01
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| Series: | Vestnik MGSU |
| Subjects: | |
| Online Access: | http://vestnikmgsu.ru/files/archive/issues/2012/3/ru/3.pdf |