SEYSMIK KUCHLAR TA’SIRIDA NAMLANGAN LYOSSIMON ZAMINLARNI QO‘SHIMCHA DEFORMATSIYALANISHI NATIJASIDA UNDA BUNYOD ETILGAN BINO VA INSHOOTLARNI SHIKASTLANISHI.
Abstract
Ushbu maqolada seysmik kuchlar ta’sirida oldindan namlangan lyossimon zaminlarning qo‘shimcha deformatsiyalanish jarayonlari o‘rganiladi. Tadqiqotda lyossimon gruntlarning fizik-mexanik xossalari, ularning zilzila vaqtida namlik ta’sirida suyuqlanishi va cho‘kishga moyilligi tahlil qilinadi. Zilzila vaqtida yuzaga keladigan qo‘shimcha deformatsiyalar bino va inshootlar konstruksiyasining izdan chiqishiga, poydevorlarning notekis cho‘kishiga va inshootlarning jiddiy shikastlanishiga olib kelishi mumkinligi asoslab beriladi. Shuningdek, bunday xavfli geotexnik sharoitlarda inshootlar xavfsizligini ta’minlash bo‘yicha muhandislik-texnik tadbirlar (zaminni mustahkamlash, drenaj tizimlari, loyihaviy yechimlar) keltirib o‘tilgan. Tadqiqot natijalari zilzila xavfi yuqori bo‘lgan hududlarda joylashgan lyossimon zaminlarda barqaror qurilish olib borishni ko’rib chiqamiz.
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