ZILZILA TA’SIRIDA LYOSSLI GRUNTNING QUYQALANISH QATLAMI

Authors

  • A.U. Tashxodjaev Toshkent arxitektura qurilish universiteti, O’zbekiston
  • B.A. Burxanov Toshkent arxitektura qurilish universiteti, O’zbekiston
  • A.M. Qo’zimurodov Toshkent arxitektura qurilish universiteti, O’zbekiston

Abstract

Ma’ruza inshoot zaminidagi gruntning seysmik ta’sirda quyqalanishi va ushbu qatlamnini dastlabki chuqurligini aniqlashga bag’ishlanadi.  Gruntning mustahkamlik ko’rsatkichlari va ta’sir etuvchi seysmik kuchning o’zaro muvozanat holati asosida  aniqlangan quyqalanish chuqurligi xar tomonlama tahlillanadi.

References

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anisotropy using modified stress // Proc.of 17th International Conf. on Soil Mech. and Geotechnical Eng. 2016, №1, P. 550-553.

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Japanese Geotechnical Society, June 2011, Vol.51. №3, P. 471-482.

Медведев С.В., Карапетян Б.К., Быховский В.А. Сейсмические воздействия на здания и сооружения. - М.: Стройиздат, 1988. – 340 с.

Маслов Н.Н. Механика грунтов в практике строительства. - М.: 1974.-320 с.

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Published

2023-05-25

How to Cite

Tashxodjaev, A., Burxanov, B., & Qo’zimurodov, A. (2023). ZILZILA TA’SIRIDA LYOSSLI GRUNTNING QUYQALANISH QATLAMI. GOLDEN BRAIN, 1(1), 188–190. Retrieved from https://researchedu.org/index.php/goldenbrain/article/view/4368

Issue

Vol. 1 No. 1 (2023): QURILISHDA INNOVATSION TEXNOLOGIYALAR

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