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- W21178497 abstract "The paper highlights the soil characteristics on the territory of the Republic of Kazakhstan along with the basic theses of the elastic and plastic soil models elaborated by the authors through solving the physical non-linear mixed problem of the elasticity and plasticity theory to describe the initial stressed and deformed condition of water saturated grounds with consideration of the pore pressure. The elastic and plastic model was taken as a base for the axle-symmetrical problem solution to estimate the stressed and deformed condition in the areas around driven piles sectioned in 30×30 cm and 40×40 cm for the Atyrau soils condition." @default.
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- W21178497 date "2007-01-01" @default.
- W21178497 modified "2023-09-30" @default.
- W21178497 title "Stressed and Deformed Condition of the Grounds Around Driven Piles" @default.
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- W21178497 doi "https://doi.org/10.1007/978-1-4020-6146-2_67" @default.
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