KIRISH................................................................................................................................. 4
I BOB. QOVUSHOQ - ELASTIK MUXITDA IOYLASHGAN SILINDRIK
QOBIQDA SEYSMIK (GARMONIK) TOTQINLAR TA’SIRDAN HOSEL
BO‘LGAN KUCHLANGANLIK - DEFORMATSIYALANGANLIK HOLATINI
0‘RGANISHGA BAGTSHLANGAN ADABIYOTLAR TAHLILI...................... 12
1.1. Elastik muhitda joylashgan silindrik qobiqlarga to‘lqin yuklanishi va
difraksiyasini o‘rganishga bag‘ishlangan adabiyotlar tahlili...................................... 12
1.2. Quvur o‘tkazgichlarni loyihalashda seysmik ta’sirlami modellashtirish orqali
hisobga olish.......................................................................................................................19
1.3. Yupqa yotqizilgan tunnelaming seysmik hisobi.................................................27
Birinchi bob bo‘yicha xulosalar...................................................................................... 37
II BOB. SEYSMIK TO'LQIN TA’SIRIDA QOVUSHQOQ - ELASTIK
MUHITDAGI
KO‘P
KUCHLANGANLIK
MASALASINING
QATLAMLI -
SILINDRIK
DEFORMATSIYALANGANLIK
QO‘YILISHI,
YECHISH
QOBIQNING
HOLATI
METODIKASI
VA
ALGORITMI..................................................................................................................... 38
2.1. Seysmik to‘lqinni ko‘p qatlamli silindrik qobiqqa yuklanishi masalasini
qo‘yilishi va asosiy munosabatlar.................................................................................. 38
2.2. Seysmik to'Iqinni ko‘p qatlamli silindrik qobiqqa yuklanishi masalasini yechish
metodikasi va algoritmi.....................................................................................................50
2.3. Xos chastotalar va maxsus funksiyalami hisoblash algoritmi.........................53
2.4. Seysmik to‘lqinni ko‘p qatlamli silindrik qobiqqa ta’sirini
baholash.............................................................................................................................. 60
Ikkinchi bob bo‘yicha xulosalar..................................................................................... 63
III BOB. TO‘LDIRUVCHILI QOVUSHQOQ - ELASTIK SILINDRIK QOBIQQA
BO‘YLAMA (YOKI KO‘NDALANG) TO‘LQIN YUKLANISHI VA
DIFRAKSIYASI................................................................................................................64
3.1. Suyuqlikli silindrik qobiqqa bo‘ylama (yoki ko'ndalang) to‘lqin yuklanishi...64
3.2. Sonli natijalar va ulaming tahlili............................................................................. 73
2
Uchinchi bob bo'yicha xulosalar..................................................................................... 82
IV BOB. SEYSMIK TO‘LQINLAR VA ULAR TA’SIRIDAGI SILINDRIK
QOBIQNING KUCHLANGANLIK - DEFORMATSIYALANGANLIK
HOLATINING QIYOSIY TAHLILI............................................................................. 83
4.E Portlash va statsionar to‘lqinlaming gruntda tarqalishi va yer osti inshootlariga
ta’siri....................................................................................................................................83
4.2. Seysmik - portlash va statsionar to‘lqinlaming muhitga va yer osti inshootlariga
ta’sirini nazariy - tajribaviy o'rganish.................................................................. 94
To'rtinchi bob bo‘yicha xulosalar..............................................................................100
Umumiy xulosalar...........................................................................................................102
Foydalanilgan adabiyotlar.............................................................................................. 104
ILOVALAR................................................................................................................... 115
