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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Detaylı Bibliyografya
Asıl Yazarlar: Ter-Martirosyan Zaven Grigor’evich, Ter-Martirosyan Armen Zavenovich, Nguyen Huy Hiep
Materyal Türü: Artigo
Dil:Inglês
Baskı/Yayın Bilgisi: Moscow State University of Civil Engineering (MGSU) 2013-04-01
Seri Bilgileri:Vestnik MGSU
Konular:
soil
foundation
subfoundation
excessive pore pressure
compressibility
subsidence
creep
грунт
фундамент
основание
избыточное поровое давление
сжимаемость
осадка
ползучесть
Online Erişim:http://vestnikmgsu.ru/files/archive/RUS/issuepage/2013/4/5.pdf
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