Drenched of soil base influence as technogenic factor on stressed-strained state of high building

published:
Number: Issue 11(2009)
Section: Without a section
DOI:
The page spacing of the article: 233-238
Keywords: stressed-strained state, numerical modelling, method of boundary elements, drenched of soil base, water saturation degree.
How to quote an article: A. Morgun, V. Andrukhov, I. Met, I. Arkina Drenched of soil base influence as technogenic factor on stressed-strained state of high building. Dorogi і mosti [Roads and bridges]. Kyiv, 2009. 11. P. 233-238 [in Ukrainian]

Authors

Vinnytsia National Technical University, Vinnytsia, Ukraine
Vinnytsia National Technical University, Vinnytsia, Ukraine
Vinnytsia National Technical University, Vinnytsia, Ukraine
Vinnytsia National Technical University, Vinnytsia, Ukraine

Summary

Drenched of soil base influence on stressed-strained state of high building are research in the article.

References

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2. Гольдштейн М.Н. Механические свойства грунтов. – М. : Стройиздат, 1971. – 368 с.
3. Бреббия К., Теллес Ж., Вроубел Л. Методы граничных елементов. – М. : Мир, 1987. – 523 с.