Karpjuk I. Particular qualities of ineraction jf the piles, submerged by the bulged-in with the ground of foundation.

Українська версія

Thesis for the degree of Candidate of Sciences (CSc)

State registration number

0404U001025

Thesis Registration Form

0404U001025.pdf

Applicant for

Karpjuk Irina Anatolievna

Specialization

05.23.02 - Основи та фундаменти

Date of defense

10-03-2004

Specialized Academic Board

Д 41.060.01

Odesa National Maritime University

Essay

The object is the interaction of the suspension prismatic piles with the sand's ground; the purpose is to determinate the work's qualities of the bulged-in and the prismatic piles, the reciprocal influence of the single piles and work out the propositions about the elaboration of the existent method of their calculation; the experimentally-theoretic methods with utilization of the theory of the experiment programming; the standard laboratory and field-effect methods and the investigation of the piles, the elaboration of the existent methods of calculation; the newness. The considerable discrepancies of the bulged-in and suspension piles with the bottom of the foundation were found the particular qualities of the work of two adjacent piles, the method of their calculation was developed and augmented, the data is the detection of the particular qualities of the bulged-in prismatic pile's work, the reciprocal influence of the same adjacent piles, the propositions about the elaboration of the existent method pf their calculation by I and II groups of the extreme condition were work-out; they were introduced in sight of the new apparatus and the amplification of the existent ground of the buildings in Odessa. Of the execution of the target complex science-technical program 0.55.04.10, in the training activity of the foundations and bottoms department of ONABA; the branch is building, foundations and bottoms.

Thesis supervisor

Novckiu A.V.

Official opponents

Зоценко М.Л.
Бугаєв В.Т.

Files

Автореферат Карпюк--aref.doc

Диссертация Карпюк ИА на CD--Введение.doc

Диссертация Карпюк ИА на CD--Основные Выводы.doc

Диссертация Карпюк ИА на CD--ПриложениеА, Б.doc

Диссертация Карпюк ИА на CD--Раздел1.doc

Диссертация Карпюк ИА на CD--Раздел2.doc

Диссертация Карпюк ИА на CD--Раздел3.doc

Диссертация Карпюк ИА на CD--Раздел3Стр110-111.doc

Диссертация Карпюк ИА на CD--Раздел3Стр84, 85.doc

Диссертация Карпюк ИА на CD--Раздел3Стр86.doc

Диссертация Карпюк ИА на CD--Раздел3Стр91, 92.doc

Диссертация Карпюк ИА на CD--Раздел3Стр97-100.doc

Диссертация Карпюк ИА на CD--Раздел4 .doc

Диссертация Карпюк ИА на CD--Раздел4 стр136.doc

Диссертация Карпюк ИА на CD--Раздел4 стр137.doc

Диссертация Карпюк ИА на CD--Раздел4 стр138.doc

Диссертация Карпюк ИА на CD--Раздел4.doc

Диссертация Карпюк ИА на CD--Раздел5.doc

Диссертация Карпюк ИА на CD--Список использованных источников.doc

Similar theses

0421U103609

Dvornyk Anton М.

Change in the stress-strain state of the soil base under dynamic influences from the subway

0421U103592

Savenko Volodymyr Olehovych

Work of retaining wall with structural surface on unevenly deformed base

0421U101971

Kunanets Yurii

Reinforcement of foundations with the help of micro piles made by shockless pressing

0421U101751

Manzhalii Serhii Mykolayovych

Operation of a deformed building on pile foundation reinforced with a slab

0421U101026

Ishchenko Yurii

Stabilization of soil deformations in conditions of dense urban development and in green construction