03168ntm a2200373 i 4500 vtls000102776 KUKTEM 20251117113342.0 180116t2017 my da f a m 000 0 eng d THE0000471(Local) 201905151516 nazirah 201802081430 fateeha 201801231155 fateeha 201801161512 fateeha UMP eng UMP rda FKASA .H59 2017 r Bc. Mohd Hizzul Syafiq Muhamed Shukri, author. The undrained shear strength of soft clay reinforced with a group of ceramic waste column / Mohd Hizzul Syafiq Muhamed Shukri Kuantan, Pahang : UMP, 2017 © 2017 xv, 93 pages : illustrations (some color), charts ; 30 cm. + 1 CD-ROM text rdacontent text rdacontent unmediated rdamedia computer rdamedia volume rdacarrier computer disc rdacarrier text file PDF rda Faculty of Civil Engineering and Earth Resources Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2017 Includes bibliographical references Nowadays, due to limited availability of construction sites, developers take an effort to construct a building on a soft clay soil. Ground improvement methods are used to reduce the weakness of soft clay which is low strength and high compressibility characteristics. Stone column is a method where some of the soil is being replaced with granular material such as crushed rocks or sand. The stone column technique is a very efficient method of improving the strength parameters of soil like bearing capacity and reducing consolidation settlement. Ceramic waste being used as substitute of fine aggregate as it has almost similar properties as sand. An effective utilization of ceramic waste in construction materials will significantly reduce the accumulation of the by product in landfills and thus reduce environmental pollution. This study is to determine the undrained shear strength of soft clay reinforced with 10 mm and 13 mm diameter group ceramic waste column with various lengths. The first stage of the study was determination of the physical and mechanical properties of the material used such as soft clay and ceramic waste. At the second stage, three batches of samples with each batch consists of five samples were prepared by using compaction method. All specimens of 50 mm in diameter and 100 mm in height soft kaolin clay with single ceramic waste columns with various lengths which are 60 mm, 80 mm, and 100 mm was subsequently tested under Unconfined Compression Test. The result shows that the shear strength of samples increases as the height and volume of ceramic waste column increases. Faculty of Civil Engineering and Earth Resources Dissertations Universities and Colleges Dissertations Theses 0 0 0 1 10000 10000 2019-09-04 0 FKASA .H59 2017 r Bc. 0000122108 2019-09-04 00:00:00 1 2019-09-04 PSM 0 0 0 1 10000 10000 2019-09-04 0 CD 11134 | FKASA .H59 2017 r Bc. 0000122109 2019-09-04 00:00:00 1 2019-09-04 PSM VIRTUA40 7215 7221 VTLSSORT0080*0200*0400*0900*1000*2450*2640*2641*3000*3360*3361*3370*3371*3380*3381*3470*5000*5020*5040*5200*6100*6500*6501*9992