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Stressed and Deformed Condition of the Grounds Around Driven Piles

Zhusupbekov, A. Zh. / Zhusupbekov, A. A. / Zhakulin, A. S. / Tanaka, T. / Okajima, K. / Belovitch, A. J. / Sultanov, G. A.

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.

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Stressed and Deformed Condition of the Grounds Around Driven Piles

Zhusupbekov, A. Zh. / Zhusupbekov, A. A. / Zhakulin, A. S. / Tanaka, T. / Okajima, K. / Belovitch, A. J. / Sultanov, G. A.

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.

Stressed and Deformed Condition of the Grounds Around Driven Piles

Zhusupbekov, A. Zh. / Zhusupbekov, A. A. / Zhakulin, A. S. / Tanaka, T. / Okajima, K. / Belovitch, A. J. / Sultanov, G. A.

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.

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Titel:

Stressed and Deformed Condition of the Grounds Around Driven Piles

Beteiligte:

Zhusupbekov, A. Zh. (Autor:in) / Zhusupbekov, A. A. (Autor:in) / Zhakulin, A. S. (Autor:in) / Tanaka, T. (Autor:in) / Okajima, K. (Autor:in) / Belovitch, A. J. (Autor:in) / Sultanov, G. A. (Autor:in)

Erschienen in:

Soil Stress-Strain Behavior: Measurement, Modeling and Analysis ; 885-894

Solid Mechanics and Its Applications ; 146

Erscheinungsdatum:

01.01.2007

Format / Umfang:

10 pages

ISBN:

978-1-4020-6146-2 , 978-1-4020-6145-5

ISSN:

2214-7764 , 0925-0042

DOI:

https://doi.org/10.1007/978-1-4020-6146-2_67

Medientyp:

Aufsatz/Kapitel (Buch)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

Pore Pressure , Single Pile , Drive Pile , Filtrational Consolidation , Pile Bearing Capacity Physics , Soft and Granular Matter, Complex Fluids and Microfluidics , Continuum Mechanics and Mechanics of Materials , Building Materials , Geoengineering, Foundations, Hydraulics , Numerical and Computational Physics

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