Сonsolidation and creepof subfoundations having finite widths КОНСОЛИДАЦИЯ И ПОЛЗУЧЕСТЬ ОСНОВАНИЙ ФУНДАМЕНТОВ КОНЕЧНОЙ ШИРИНЫ
The authors formulate and solve the problem of consolidation and creep of saturated clay subfoundations exposed to localized loads (the two-dimensional problem formulation). The findings have proven that, if the two-dimensional problem is considered, any excessive pore pressure is concentrated immed...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Moscow State University of Civil Engineering (MGSU)
2013-04-01
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| Series: | Vestnik MGSU |
| Subjects: | |
| Online Access: | http://vestnikmgsu.ru/files/archive/RUS/issuepage/2013/4/5.pdf |