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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...
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| Hlavní autoři: | , , |
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| Médium: | Artigo |
| Jazyk: | Inglês |
| Vydáno: |
Moscow State University of Civil Engineering (MGSU)
2013-04-01
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| Edice: | Vestnik MGSU |
| Témata: | |
| On-line přístup: | http://vestnikmgsu.ru/files/archive/RUS/issuepage/2013/4/5.pdf |
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