Kapustin V. Prognosis of heels of foundations with the circular form of sole, erected on the clay saturated soil grounds

Українська версія

Thesis for the degree of Candidate of Sciences (CSc)

State registration number

0408U003829

Thesis Registration Form

0408U003829.pdf

Applicant for

Specialization

  • 05.23.02 - Основи та фундаменти

01-07-2008

Specialized Academic Board

Д 08.085.01

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

Essay

The algorithm of determination of heels of foundations is offered with a circular form sole at the account of creep of soil skeleton. The charts of calculations of foundation are considered as semispace and absolutely hard stamp with the circular form of sole. The methods of calculation of heels of to which loading is attached back from a center are developed with the circular form of sole for the stabilized state (the algorithm of calculation is fully identical to presented in СНиП 2.02.01-83*) and for the non-stabilized state (for this purpose the special tables are made).

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Files

aref.DOC

dis.DOC

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