International Journal of Civil Engineering

en An experimental investigation on the mechanical behavior of MSW Geotechnique Geotechnique Research Paper Research Paper Due to the existence of fibrous materials such as plastic fragments, the strength anisotropy of Municipal Solid Waste (MSW) materials is the main source of differences between their mechanical response in direct shear and triaxial apparatus. As an extension of earlier research on the mechanical behavior of MSW using a large traixail apparatus, results presented in Shariatmadari et al. [1] and Karimpour-Fard et al. [2], the current study was programmed and executed. MSW samples were tested using a computer controlled large shear box apparatus with normal stress levels ranging between 20 to 200 kPa. The effect of fiber content, fiber orientation, aging and shearing rate on the response of MSW were addressed. The results showed that shear strength of MSW increases with normal stress, although, in spite of the presence of reinforcement elements in MSW and unlike the results from triaxial tests, no strain hardening could be observed in their mechanical response. An increase in the shear strength of MSW was observed with increasing the shearing rate. Increasing the shearing rate from 0.8 to 19 mm/min, enhanced the shear strength of samples from 16 to 27% depending on the shear displacement level. Although, the same trend was investigated in traixial tests, but lower rate-sensitivity in the mechanical response of MSW in direct shear tests were observed. Unlike the results of triaxial tests with aging process, mobilized shear strength level of MSW samples tested under direct shearing decreased comparing fresh samples. It was also observed that altering the fiber content and their orientation could affect the mechanical response and shear strength of the MSW. Additionally, there is an optimum fiber angle in MSW which yields the highest level of shearing strength. Direct shear test, Landfill, Municipal solid waste, Mechanical behavior 292 303 http://ijce.iust.ac.ir/browse.php?a_code=A-10-286-4&slc_lang=en&sid=1 M. Karimpour Fard karimpour_mehran@iust.ac.ir 180031947532846009742 180031947532846009742 No Faculty of Engineering, The University of Guilan, Rasht, Iran N. Shariatmadari shariatmadari@iust.ac.ir 180031947532846009743 180031947532846009743 Yes Dept. of Civil Engineering, Iran University of Science and Technology, Narmak, Teharn, Iran M. Keramati keramati@iust.ac.ir 180031947532846009744 180031947532846009744 No Dept. of Civil Engineering, Iran University of Science and Technology, Narmak, Teharn, Iran H. Jafari Kalarijani hjafari@civileng.iust.ac.ir 180031947532846009745 180031947532846009745 No Dept. of Civil Engineering, Iran University of Science and Technology, Narmak, Teharn, Iran