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   experimental research on adfreezing strengths at the interface between frozen fine sand and structures  
   
نویسنده guoliang wang ,ping yang ,quanbin shi
منبع scientia iranica - 2018 - دوره : 25 - شماره : 2-A - صفحه:663 -674
چکیده    To explore the mechanisms concerning adfreezing strengths at the interface between frozen fine sand and structures, a series of experiments were conducted using a direct shear apparatus. the main results were as follows: all adfreezing strengths increased with decreasing temperature and increasing normal stress and surface roughness. peak adfreezing strength (peak shear stress at failure) had a linear relationship with temperature, its relationship with normal stress was in line with the mohr–coulomb criterion, and its relationship with roughness satisfied a logarithmic function. residual adfreezing strength (post-peak shear stress) varied with temperature and normal stress and presented three typical regular patterns—sustained stable, first stable and then fluctuating, and circularly fluctuating. the fluctuation cycle about strength curves increased with increasing roughness. an empirical formula on adfreezing strengths incorporating temperatures, normal stress, and roughness was constructed.
کلیدواژه frozen fine sand;residual adfreezing strength;sand-structure interface;peak adfreezing strength;variation law
آدرس nanjing forestry university, institute of civil engineering, china, nanjing forestry university, institute of civil engineering, china, nanjing forestry university, institute of civil engineering, china
پست الکترونیکی 13338888183@163.com
 
     
   
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