چکیده مقاله
Wide range of reinforcements used in improvement of soil performance leads to attention to the new accessible resource In this case, natural resources could be appropriate materials instead of man made one due to the fact that they are really cost effective and environment friendly This study was conducted to investigate the undrained behaviour of silty sands reinforced by randomly distributed discrete oil palm empty fruit bunch OPEFB fibres The effects of fibre content and fibre length on shear strength and pore water pressure were investigated by carrying out the normally consolidated undrained triaxial tests It was found that the fibre reinforcement can restrain the volume dilation of soil which this dilation, fundamentally leads to increase in pore water pressure in undrained conditions
کلیدواژهها
نویسندگان
Fauziah Ahmad
School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus, ۱۴۳۰۰ Nibong Tebal, P Pinang, Malaysia
Farshid Bateni
School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus, ۱۴۳۰۰ Nibong Tebal, P Pinang, Malaysia
Mastuza bt. Azmi
School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus, ۱۴۳۰۰ Nibong Tebal, P Pinang, Malaysia
شیوه ارجاع
Ahmad, Fauziah and Bateni, Farshid and bt. Azmi, Mastuza,1388,Evaluation of undrained performance of fibre reinforced Silty sand soil,8th International Congress on Civil Engineering,Shiraz
ارائهشده در
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