Grabovec O. Deformation characteristics of сlay groud of Average Pridneprovye

Українська версія

Thesis for the degree of Candidate of Sciences (CSc)

State registration number

0407U004424

Thesis Registration Form

0407U004424.pdf

Applicant for

Specialization

  • 05.23.02 - Основи та фундаменти

25-10-2007

Specialized Academic Board

Д 08.085.01

Prydniprovsk State Academy of Civil Engineering and Architecture, Dnipropetrovs'k, Ukraine

Essay

Disperse clay grounds of Average Pridneprovye up to depth of 30 m. Methodology of definition deformation characteristics clay grounds with use consolidation tests of samples. Methods of research: experimental; laboratory; statistic-mathematical; analytical. The general laws consolidation are established and settlement plate deformations of soils under pressure К=f (P). Formulas for calculation deformation are received characteristics disperse soils natural humidity and water-sated for any interval of pressure Р from 50 up to 400 кPа on the data consolidation deformations of samples at pressure 300 кPа (technique CCDS). Results of job are introduced in DneproGIINTIZ (Dnepropetrovsk). The minimal economic benefit makes 19 %. Sphere of use - the enterprises nonproduction researches.

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Files

aref.doc

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