Efficiency of trench barriers used to protect structures from dynamic loads and study of stress-strain state of soil using strain-hardening model of soil behaviour ПРОГНОЗ ИЗМЕНЕНИЯ НАПРЯЖЕННО-ДЕФОРМИРОВАННОГО СОСТОЯНИЯ ГРУНТОВЫХ ОСНОВАНИЙ ПРИ ТЕХНИЧЕСКОЙ ЗАЩИТЕ СООРУЖЕНИЙ ОТ ДИНАМИЧЕСКИХ ВОЗДЕЙСТВИЙ С ИСПОЛЬЗОВАНИЕМ МОДЕЛИ ДЕФОРМАЦИОННОГО УПРОЧНЕНИЯ ГРУНТА
This study consists in numerical modeling of the nonlinear response of soil. The study is a research into the protective performance of both open and in-filled trenches and an examination of the influence produced by (1) the shape of trenches and (2) their position in relation to sources of vibratio...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Moscow State University of Civil Engineering (MGSU)
2013-04-01
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| Series: | Vestnik MGSU |
| Subjects: | |
| Online Access: | http://vestnikmgsu.ru/files/archive/RUS/issuepage/2013/4/6.pdf |