Farhanis Amirah Ismail creator author. text abstract or summary my 2018 2018 monographic eng

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xiv, 103 pages : illustrations (some color) ; 30 cm. + 1 CD-ROM Stone column could be used as a ground improvement technique where a portion of soft soil is replaced with granular material such as stone or sand. The benefit of using stone columns in low strength soil has been proved as an efficient method to improve bearing capacity and reduce settlement of soft soils. This study was aimed to investigate the improvement in shear strength of soft clay by embedded with single crushed coconut shell column. This paper was done by determine the height penetration ratio of a single crushed coconut shell column on shear strength characteristics. Unconfined Compression Test (UCT) was conducted for 4 batch kaolin samples including control sample in order to determine the shear strength. The research variable are diameter and height of crushed coconut shell column which under a concept of critical length of column. The increment of shear strength by embedded with crushed coconut shell column are 22.19%, 12.50% and 6.32% with 10.24% area replacement ratio at column penetration ratio of 0.60, 0.80 and 1.00 respectively. From the result obtained, the relationship of the increment of shear strength with the various column penetration show different pattern. specialized Farhanis Amirah Ismail Faculty of Civil Engineering and Earth Resources Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2018 Includes bibliographical references Faculty of Civil Engineering and Earth Resources Dissertations Universities and colleges Disertations Theses THE0000393(Local) UMP 190422 20251117113411.0 vtls000105639 eng