Please use this identifier to cite or link to this item: https://repositori.uma.ac.id/handle/123456789/22615
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dc.contributor.advisorArifin, Zainal-
dc.contributor.advisorRangkuti, Nuril Mahda-
dc.contributor.authorMarpaung, Pangeran H.F-
dc.date.accessioned2024-01-10T03:55:23Z-
dc.date.available2024-01-10T03:55:23Z-
dc.date.issued2003-08-
dc.identifier.urihttps://repositori.uma.ac.id/handle/123456789/22615-
dc.description87 Halamanen_US
dc.description.abstractDalam Tugas Akhir ini penulis membahas mengenai hubungan antara hasil pengujian penyelidikan tanah dengan penentuan ripe dan kedalaman suatu pondasi khususnya pada pondasi dalam. Penulis tertarik untuk melakukan penelitian pada pondasi dalam karena pembuatan pondasi memiliki ruang lingkup yang sangat luas dan rumit dalam perencanaan maupun pelaksanaannya. Adapun pembahasan Tugas Akhir ini lebih menitik beratkan terhadap pengaruh daripada parameter-parameter tanah itu sendiri yang merupakan faktor penting untuk pondasi dalam khususnya pondasi tiang pancang. Karena biaya dalam melakukan penelitian pengujian tanah secara langsung sangatlah mahal, maka disini penulis melakukan pendekatan kepada salah satu Konsultan yang telah berpengalaman dalam perencanaan pondasi serta penyelidikan tanah yaitu Konsultan Sitim Valley Engineering (SVE) yang beralamat di jalan Pelita IV no. 63 Medan. Disini penulis membahas hubungan basil pengujian penetrasi SPT terhadap penentuan tipe dan kedalaman pondasi karena menurut teori yang penulis ketahui hasil pengujian penetrasi SPT dapat secara langsung dihubungkan denganjenis tanah serta kekuatannya. Penulis juga membahas secara singkat mengenai tatacara pengujian sondir maupun pengujian SPT dan sekilas mengenai pondasi. Dalam Tugas Akhir ini penulis juga membuat perhitungan daya dukung pondasi pada beberapa titik setiap lokasi proyek sebagai pembuktian daripada hubungan data NValue SPT terhadap pondasi. Jadi dalam Tugas Akhit ini penulis lebih menitikberatkan terhadap parameter-parameter tanah sebagai penentu suatu perencanaan pondasi khususnya pondasi dalam. In this Final Assignment, the author discusses the relationship between soil test results and the determination of the ripeness and depth of a foundation, especially in deep foundations. The author is interested in conducting research on deep foundations because foundation creation has a very wide scope and is complicated in its planning as well as implementation. As for the discussion of the Final Assignment, it focuses more heavily on influences than the parameters of the soil itself which are important factors for the foundation in particular the pile foundation. Since the cost of conducting direct soil testing research is very expensive, here the author approached one of the Consultants who has experience in foundation planning and soil investigation, namely Consultant Sitim Valley Engineering (SVE) located at Pelita IV street no. 63 Medan. Here the authors discuss the relationship of SPT penetration testing bacilli to the determination of the type and depth of the foundation because according to the theory that the authors know that the results of SPT penetration testing can be directly related to the soil type and its strength. The author also briefly discusses the procedure of sondir testing and SPT testing and a brief overview of the foundation. In this Final Assignment the author also made a calculation of the bearing capacity of the foundation at some point of each project site as proof rather than the relationship of the NValue SPT data to the foundation. Thus, in this Akhit Task, the author focuses more on the parameters of the soil as determining a foundation plan, especially the inner foundation.en_US
dc.language.isoiden_US
dc.publisherUniversitas Medan Areaen_US
dc.relation.ispartofseriesNPM;008110002-
dc.subjectpengaruh data n-value spten_US
dc.subjectpenentuan tipe dan kedalaman suatu pondasien_US
dc.subjectthe effect of n-value spt dataen_US
dc.subjectdetermination of the type and depth of a foundationen_US
dc.titleAnalisa Pengaruh Data N-Value Spt terhadap Penentuan Tipe dan Kedalaman Suatu Pondasien_US
dc.title.alternativeAnalysis of the Effect of N-Value Spt Data on Determination of the Type and Depth of a Foundationen_US
dc.typeSkripsi Sarjanaen_US
Appears in Collections:SP - Civil Engineering

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