The study of the process of clogging piles and stamps on models. Monograph
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The monograph sets out the results of experimental and theoretical studies conducted using models of clogging piles and strip stamps.
The effect of the dimensions of the cross section, length, shape of the barrel and the lower end of the piles on their immersion, energy intensity of clogging and bearing capacity was evaluated. The constructive and technological features of the new types of piles are considered. A method has been developed for determining the bearing capacity of the pile model based on the results of dynamic tests. The conditions of similarity and formulas are presented that ensure the modeling of the process of pile clipping in the laboratory. An assessment of the influence of the shape of the strip stamps on their immersion, energy intensity of clogging and the bearing capacity of the foundations arranged in stamped pits was assessed. The method of determining the bearing capacity of the belt foundation model is described based on the results of stamping the pit. Recommendations are given on choosing the optimal parameters of piles and foundations arranged in stamped pit.
It is recommended for scientists, specialists of design and construction organizations, doctoral students, graduate students, undergraduates and students of construction and water management specialties.
2nd edition, processed and supplemented
The effect of the dimensions of the cross section, length, shape of the barrel and the lower end of the piles on their immersion, energy intensity of clogging and bearing capacity was evaluated. The constructive and technological features of the new types of piles are considered. A method has been developed for determining the bearing capacity of the pile model based on the results of dynamic tests. The conditions of similarity and formulas are presented that ensure the modeling of the process of pile clipping in the laboratory. An assessment of the influence of the shape of the strip stamps on their immersion, energy intensity of clogging and the bearing capacity of the foundations arranged in stamped pits was assessed. The method of determining the bearing capacity of the belt foundation model is described based on the results of stamping the pit. Recommendations are given on choosing the optimal parameters of piles and foundations arranged in stamped pit.
It is recommended for scientists, specialists of design and construction organizations, doctoral students, graduate students, undergraduates and students of construction and water management specialties.
2nd edition, processed and supplemented
Author:
Author:Bekbasarov Isabai Isakovich
Cover:
Cover:Soft
Category:
- Category:Engineering & Transportation
- Category:Reference books
- Category:Architecture & Constructing
Series:
Series: Scientific Thought
ISBN:
ISBN:978-5-16-015990-4
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