چکیده مقاله
Soft soils are well known for their low strength and high compressibility Several techniques such as reinforcement are usually used for increasing the strength and reducing deformation characteristics of this kind of soil This paper presents the results of an experimental study on the influence of short, discrete and random fibers on the shear strength of a clayey soil A series of triaxial compression tests were conducted in a conventional triaxial cell on samples of compacted clay and compacted mixed clay with discrete randomly distributed synthetic fiber Comparison of the results show that the strength of clay soil increased with increasing the proportion of fibers
کلیدواژهها
نویسندگان
A.T. Bordbar
Faculty of Soil and Water Engineering, University of Tehran, Karaj ۳۱۵۸۷ ۷۷۸۷۱, Iran
A.R. Estabragh
Faculty of Soil and Water Engineering, University of Tehran, Karaj ۳۱۵۸۷ ۷۷۸۷۱, Iran
A. Hoorfar
Faculty of Soil and Water Engineering, University of Tehran, Karaj ۳۱۵۸۷ ۷۷۸۷۱, Iran
شیوه ارجاع
Bordbar, A.T. and Estabragh, A.R. and Hoorfar, A.,1388,Effect of Fibers on Shear Strength of Clayey Soil,8th International Congress on Civil Engineering,Shiraz
ارائهشده در
مجموعه مقالات هشتمین کنگره بین المللی مهندسی عمران21 اردیبهشت 1388 · شیراز