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Practice and theory of use of recoiling artillery cannons for the embedment of structural components

Penskii, O. G.

Abstract A rig for shooting anchors and piles into the ground, and the range its practical application are described. Fundamentals of the theory of the impulsive impression of structural components are presented. A method is proposed for approximate determination of the force exerted by the soil in resisting the movement of structural components embedded from artillery cannons.

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Practice and theory of use of recoiling artillery cannons for the embedment of structural components

Penskii, O. G.

Abstract A rig for shooting anchors and piles into the ground, and the range its practical application are described. Fundamentals of the theory of the impulsive impression of structural components are presented. A method is proposed for approximate determination of the force exerted by the soil in resisting the movement of structural components embedded from artillery cannons.

Practice and theory of use of recoiling artillery cannons for the embedment of structural components

Penskii, O. G.

Abstract A rig for shooting anchors and piles into the ground, and the range its practical application are described. Fundamentals of the theory of the impulsive impression of structural components are presented. A method is proposed for approximate determination of the force exerted by the soil in resisting the movement of structural components embedded from artillery cannons.

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Check availability in my library

Order at Subito €

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Title:

Practice and theory of use of recoiling artillery cannons for the embedment of structural components

Contributors:

Penskii, O. G. (author)

Published in:

Soil Mechanics and Foundation Engineering ; 41

Publication date:

2004

ISSN:

DOI:

https://doi.org/10.1007/s11204-005-0002-2

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Civil Engineer , Hydraulic Engineer , Approximate Determination , Structural Component , Structural Foundation

Classification:

Local classification TIB: 770/6545/8000
BKL: 56.20 Ingenieurgeologie, Bodenmechanik

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