Kiriyak K. Justification technological parameters of injection landslip stabilization of soil structure

Українська версія

Thesis for the degree of Candidate of Sciences (CSc)

State registration number

0413U002455

Thesis Registration Form

0413U002455.pdf

Applicant for

Specialization

  • 05.15.09 - Геотехнічна і гірнича механіка

29-03-2013

Specialized Academic Board

Д 08.080.04

National Technical University Dnipro Polytechnic

Essay

The dissertation is devoted to solving important scientific and technical problem with the justification of technological parameters of injection landslip stabilization of soil structure. Itisprovedto improve the properties of soil in the discharge of cementation - coefficient of consolidation, cohesion, angle of internal friction and modulus of deformation. The value of bulk density of soil skeleton as a result of compaction at optimum moisture content increases to 0,15-0,20 . Clutch saturated compacted clay soil increased 1,45-2,0 times, angle of internal friction ? - at 2-30, deformation modulus increased by 1.3-1.8 times. Patternsderivedfromexperimental studies of rock samples and numerical modeling techniques used to develop design parameters of injection stabilization bias conditions for the southern coast of Crimea

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Files

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Автореферат (Кирияк К.К.) 04_03_13.doc

Автореферат (Кирияк К.К.) 04_03_13.doc

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