Nesterova E. Mutual influence of foundations located on water saturated soil layer of final thickness

Українська версія

Thesis for the degree of Candidate of Sciences (CSc)

State registration number

0414U004799

Applicant for

Specialization

  • 05.23.02 - Основи та фундаменти

23-10-2014

Specialized Academic Board

Д 08.085.01

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

Essay

A research object is processes of influence of the foundations located near-by on sinking of each other. Purpose of dissertation work: development of method of account of cross-coupling of foundations, located on possessing property of creep the water saturated soil layer of eventual thickness, on sinking of each other. Research methods: methods of planning of experiments and statistical treatment of results of experiments; standard methods of determination of deformations of foundations with the rectangular form of sole; mathematical design of influence of different factors to work of foundations with the use of method of eventual elements. Theoretical and practical results: it is experimental and theoretical research of features of display of the eventual (steady-state) sinking located near-by from each other of foundations foundation of which is a soil layer of eventual thickness; development of method of account of cross-coupling on each other of foundations with the rectangular area of sole, located on the soil layer of eventual thickness; development of practical recommendations on the account of cross-coupling of foundations on sinking of each other, located on possessing property of creep layer of eventual thickness. Scientific novelty: dependences of cross-coupling on each other of foundations are first set with the rectangular form of sole, located on the soil layer of eventual thickness, on sinking of each other taking into account such factors: correlations of sides of sole L foundation and depth of its laying h (the tables of correction coefficients are made); resilient properties of soil; lauter properties of foundation (the tables of correction coefficients are made); properties of creep of soil skeleton of foundation; the method of calculation of cross-coupling of foundations, located on the soil layer of eventual thickness is developed, on sinking of each other, allowing to present foundation in a kind: resilient linear water environment; water - not water of possessing property creep of environment. Degree of introduction: on the basis of the developed method of account of cross-coupling on each other of the close located foundations for foundation as possessing property of creep of the water saturated soil layer of eventual thickness on sinking of each other recommendations are made for practical researches. Drawn on the separate results of researches in the educational process of State Higher Educational Establishment "Pridneprovs'ka State Academy of Civil Engineering and Architecture". Drawn on the results of the executed researches at planning and building building Sainted - Panteleymonovskogo of temple in Dnepropetrovsk on Poplar - 3 on a street Brigade commander Petrova. Purview: building.

Files

Similar theses