VERIFICATION OF A STATIC NONLINEAR ANALYSIS METHOD FOR ESTIMATION OF SOIL-NAILED RETAINING WALLS SEISMIC DEFORMATIONS
In recent years, due to the growing demand for high-rise structures, the use of soil-nailed walls has become increasingly common, particularly as a basement to provide sufficient pa...
Huvudupphovsmän: | , |
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Materialtyp: | Artikel |
Språk: | fas |
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Sharif University of Technology
2016-11-01
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Serie: | مهندسی عمران شریف |
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Länkar: | https://sjce.journals.sharif.edu/article_1038_f3d8186a387d9bbb19f5065d85c5e8e8.pdf |