Faculty of Civil Engineering
Permanent URI for this communityhttps://repository.ukim.mk/handle/20.500.12188/4
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Item type:Publication, Analysis of a reinforced soil retaining wall in a platform embankment(Sveučilište Josipa Jurja Strossmayera u Osijeku Građevinski fakultet, 2015); Abazi, SeadIn this paper, we numerically analyze a 9.0-m-tall reinforced soil retaining wall in a platform embankment, simulating the behaviour of its various components by using software and material models. The two basic constituents of the structure are the fill material and reinforcement. The designed reinforced soil retaining wall was built using local materials (sand with fine particles) on a base of sandy gravel. The design was analyzed with various software packages such as TensarSoil, Slide, and Plaxis 2D. The results show that the wall meets the requirements for both static and seismic conditions - Some of the metrics are blocked by yourconsent settings
Item type:Publication, Laboratory Investigations to Determine the Effect of Lime Improvement of Soft Silty Soil(Faculty of Civil Engineering in Skopje, N. Macedonia, 2014-12); ; Abazi, SeadLime stabilization as a method for soil improvement is beneficial for number of important engineering properties, such as: strength, resistance to fracture, resilient properties and reduced swelling. This paper briefly describes the application of quicklime to stabilize soft soil. Many laboratory tests have been carried out on silty soil to determine the improvements for lime in varying percentages. The laboratory investigations for different lime contents preparing with optimum moisture content and sample curing under controlled conditions were carried out. The investigation of both treated and untreated soil are focused mainly on the strength parameters, changes in the plastic properties, compaction requirements, California Bearing Ratio and compressibility characteristics of the lime-soil mixtures. Significant improvement and stabilization of the silty soft soil has been observed for 4 percent of lime admixtures. - Some of the metrics are blocked by yourconsent settings
Item type:Publication, Experiences from the application of remedial measures in hydrotechnical tunnel on Saska River – M. Kamenica(WILEY Ernst & Sohn, 2018-06); ;