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Kekuatan perbandingan tanah leterit menggunakan kaedah macintosh, piezone, ketumpatan proctor, California ratio dengan ujian ricih terus

Kekuatan perbandingan tanah leterit menggunakan kaedah macintosh, piezone, ketumpatan proctor, California ratio dengan ujian ricih terus / Abdul Syukur Abdul Manap

Abstract Kajian ini dijalankan dengan tujuan untuk membuat perbandingan kekuatan tanah laterit seperti yang diukur menggunakan kaedah Macintosh , Proctor , CBR dan Kaedah Ricih Terus . Oleh itu perbandingan dapat dibuat terhadap kekuatan tanah yang sama tetapi kaedah pengukuran berbeza . Kajian ini adalah dikhususkan kepada perbandingan kandungan lembapan bagi mencapai kekuatan tanah yang dikehendaki selain untuk melihat perbezaan kandungan lembapan yang diwakili setiap ujian kekuatan . Ujikaji ujikaji ini telah dijalankan sepenuhnya menggunakan kaedah BS yang standard . Keputusan telah menunjukkan bahawa taburan lawan kandungan air kaedah Macintosh , Piezocone , Proctor , CBR dan juga Kaedah Ricih Terus berbeza antara satu sama lain . Kandungan air optimum yang berhubung dengan kekuatan maksimum berbeza adalah sah bagi ujian dengan ujian yang lain. Oleh itu dapat disimpulkan bahawa kekuatan perbandingan tanah adalah menurut kaedah yang dijalankan. _______________________________________________________________________________________________________ This research was implemented in purpose of trying to make a comparison of soil strength as measured using Macintosh , Piezocone , Field density , CBR dan with those measured using Direct Shear Method particularly for laterite soil . The result enables a comparison to be made representing each measurement method for the same soil with equal compaction effort to obtain the measured soil strength . The research was particularly involving comparison of optimum moisture content to attain the desired soil strength and as to see differences in moisture content representing each strength tests. The tests were conducted using the standard BS method of testing . The results shows that strength versus moisture content relationship measured using Macintosh , Piezocone Field denstity , CBR dan Direct Shear method differ with each other.Therefore the strength of laterite is actually relative to the adopted method of measurement . In other words the maximum stength of soil which corresponds to the optimum condition asssorted with moisture content is relative to the measurement method.

Contributor(s): Abdul Syukur Abdul Manap - Author Primary Item Type: Final Year Project Identifiers: Accession Number : 875002770 Language: Bahasa Melayu Subject Keywords: soil; strength; laterite First presented to the public: 5/1/2006 Original Publication Date: 9/11/2020 Previously Published By: Universiti Sains Malaysia Place Of Publication: School of Civil Engineering Citation: Extents: Number of Pages - 125 License Grantor / Date Granted:   / ( View License ) Date Deposited 2020-09-11 16:04:02.602 Submitter: Mohd Jasnizam Mohd Salleh

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