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008 200720t20192019my ab||fram|| 000 0 eng d
020 _aTHE0008787(Local)
_qhardback
040 _aUMP
_beng
_cUMP
_erda
090 _aFKASA .S246 2019 r Bc.
100 0 _aSyahmi Syafiq Salahuddin,
_eauthor.
245 1 0 _aShear strength studies of Kuantan bauxite /
_cSyahmi Syafiq Salahuddin
264 1 _aKuantan, Pahang :
_bUMP,
_c2019
264 4 _c© 2019
300 _axi, 50 pages :
_billustrations, maps (some color) ;
_c30 cm. +
_e1 CD-ROM
336 _atext
_2rdacontent
336 _atext
_2rdacontent
337 _aunmediated
_2rdamedia
337 _acomputer
_2rdamedia
338 _avolume
_2rdacarrier
338 _acomputer disc
_2rdacarrier
347 _atext file
_bPDF
_2rda
500 _aFaculty of Civil Engineering and Earth Resources
502 _aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2019
504 _aIncludes bibliographical references
520 3 _aSoil 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.
610 2 0 _aFaculty of Civil Engineering and Earth Resources
_xDisertations
650 0 _aUniversities and colleges
_xDisertations
650 0 _aTheses
942 _2lcc
_cPSM