02253ntm a2200373 i 4500 0 0 lcc 0 1 REF 10000 10000 REF 2020-07-20 0 FKASA .S246 2019 r Bc. T000000868 2020-10-08 00:00:00 1 2020-07-20 PSM 0 0 lcc 0 0 REF 10000 10000 2020-07-20 0 CD12661 T000000869 2021-03-11 00:00:00 1 2020-07-20 PSM 92680 92686 MY-KuUP 20251125105601.0 t||||fr|||| 000 0 ta 200720t20192019my ab||fram|| 000 0 eng d THE0008787(Local) hardback UMP eng UMP rda FKASA .S246 2019 r Bc. Syahmi Syafiq Salahuddin, author. Shear strength studies of Kuantan bauxite / Syahmi Syafiq Salahuddin Kuantan, Pahang : UMP, 2019 © 2019 xi, 50 pages : illustrations, maps (some color) ; 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 – 2019 Includes bibliographical references Soil investigation is an important step in Civil Engineering, especially in construction of buildings. One of the soil investigations is determining the shear strength of the soil, where shear strength of soil is important in determining the condition of the soil. It is also important in determining the designing of the foundation structure for building. For this study, Unconsolidated Undrained (UU) Triaxial Test was conducted to measure the displacement and the strength of soil. This study also examines the suitability of the soil as foundation for development purposed. From the test, soil deviator stress, number of stress applied and soil type are considered. From the results obtained from testing that were carried out, parameter of the shear strength, cohesion (“c”) and friction angle (“υ”) can be determined from Mohr Circle. From the parameter obtained, the value of the bearing capacity can be calculated and used for foundation construction. Faculty of Civil Engineering and Earth Resources Disertations Universities and colleges Disertations Theses lcc PSM