Mohammad Azadi
Assistant Prof, Department of Civil Eng, Qazvin Branch, Islamic Azad University, Qazvin, Iran
[ 1 ] - Assessment of Subsurface Explosion caused by Tunnel Construction in Urban Areas
Nowadays, tunneling in urban areas is a common activity for a variety of transportations such as subways, water supply, lifelines andsewers that may require blast operations. The characteristics of stress waves of the blast are quite different from earthquake waves. The blast waves are usually of high frequency content, short duration, equality of amplitudes in horizontal and vertical direction...
[ 2 ] - Assessment of Soil cohesion of Soils on Tunnel Excavation
Excess pore pressure under seismic loadings has always been a main concern in geotechnical engineering practices. Undergoing the phenomenon in a soil can cause the effective stress and hence the shear strength of the soil to decrease considerably and large deformations happen in the area. Generally, increasing the pore pressure occurs under the undrained condition. If it can be formed the drain...
[ 3 ] - The Effects of Shallow Tunnels on Nearby Structures
Nowadays, underground structures play vital role in developing different countries. Such structures are constructed in many civil activities such as development of road and railways, subways, water, gas and sewage lines, underground subways, nuclear wastes land filling, fuel storage and military installations. With an appropriate drilling method being selected, instabilities created in tunnels ...
[ 4 ] - Assessment of the Drain Conditions on Variations of the Pore Pressure in Surrounding Soil of the Tunnel
Excess pore pressure under seismic loadings has always been a main concern in geotechnical engineering practices. The phenomenon in soil can cause an effective stress and hence cause the shear strength of the soil to decrease considerably and large deformations to occur in the area. Generally, increases in pore pressure occur in un-drained conditions. If it is formed, its consequences decrease ...
[ 5 ] - ارزیابی اثرات حفر تونل بر پاسخ لرزه‌ای سطح زمین با استفاده از روش تفاضل محدود
با افزایش روز‌افزون جمعیت شهری و ایجاد مشکلات ترافیکی، لزوم استفاده از فضاهای زیرزمینی در بخش حمل‌ونقل اجتناب‌ناپذیر است. تحقیقات اخیر نشان داده‌است که پاسخ لرزه‌ای سطح زمین بر روی تونل‌ها، می‌تواند از حرکت میدان آزاد در طول زلزله متفاوت باشد و الگوی انتشار امواج لرزه‌ای را تغییر دهد و باعث تغییر در پاسخ زمین و پی ساختمآن‌ها شود. با این حال تا کنون این تاثیرات در آیین‌نامه‌های لرزه‌ای برای طراح...
نویسندگان همکار