{"data":{"id":5218,"url":"https:\/\/repo.xbbh.net\/items\/5218","status":"published","type":"thesis","title":"KAJIAN KUAT TEKAN DAN KUAT TARIK BELAH DENGAN\nMENGGUNAKAN BAHAN LIMBAH PLASTIK JENIS\nPOLYERHYLEN TAREPHTALATE (PET)\nSEBAGAI CAMPURAN BETON","title_alt":null,"abstract":"ABSTRAK\nTugas akhir ini membahas tentang penggunaan material yang tidak biasa\ndipakai untuk bahan bangunan, yaitu Plastik Jenis Polyerhylen Tarephtalate (PET)\nsebagai bahan subtitusi agregat kasar, untuk pemanfaatan campuran beton.\nPenelitian ini dilakukan di Laboratorium Universitas Sangga Buana YPKP,\ndengan membandingkan beton normal dengan beton yang dicampur Plastik Jenis\nPolyerhylen Tarephtalate (PET), yang dibuat dalam 4 variasi campuran, yaitu\nbeton normal (0%), beton dengan komposisi sebanyak 10%, 15% dan 20%\nsebagai pengganti agregat kasar. Pengujian kuat tekan dan kuat tarik belah\ndilakukan pada umur 28 hari dengan total 8 benda uji kubus.\nPada hasil pengujian kuat tekan dengan komposisi campuran 1:2:3\ndidapatkan nilai optimum pada campuran beton dengan komposisi Plastik Jenis\nPolyerhylen Tarephtalate (PET) 0% atau beton normal yaitu sebesar 16,98 Mpa,\nsedangkan untuk beton yang mengandung serbuk ACP mengalami penurunan\nnilai kuat tekan dibawah beton normal, yaitu subtitusi Plastik Jenis Polyerhylen\nTarephtalate (PET) 10% sebesar 14,71 Mpa, subtitusi Plastik Jenis Polyerhylen\nTarephtalate (PET) 15% sebesar 13,02 Mpa dan subsitusi Plastik Jenis\nPolyerhylen Tarephtalate (PET) 20% sebesar 11,32 Mpa.\nPada hasil pengujian kuat tarik belah dengan komposisi campuran 1:2:3\ndidapatkan nilai optimum pada campuran beton dengan komposisi Plastik Jenis\nPolyerhylen Tarephtalate (PET) 0% atau beton normal yaitu sebesar 2,12 Mpa,\nsedangkan untuk beton yang mengandung serbuk ACP mengalami penurunan\nnilai kuat tekan dibawah beton normal, yaitu subtitusi Plastik Jenis Polyerhylen\nTarephtalate (PET) 10% sebesar 1,70 Mpa, subtitusi Plastik Jenis Polyerhylen\nTarephtalate (PET) 15% sebesar 1,56 Mpa dan subsitusi Plastik Jenis Polyerhylen\nTarephtalate (PET) 20% sebesar 1,42 Mpa.\nKata Kunci : Plastik Jenis Polyerhylen Tarephtalate (PET), Kuat Tekan\nBeton, Kuat Tarik Belah, Subtitusi Agregat Kasar.","abstract_alt":null,"creators":[{"role":"author","family_name":"Kareth","given_name":"Zeth","orcid":null,"national_id":"2112161005"},{"role":"advisor","family_name":"Ryanto","given_name":"Muhamad","orcid":null,"national_id":"0418117101"}],"year":2022,"date_issued":"2022-10-24","publication":null,"volume":null,"issue":null,"pages":null,"publisher":null,"isbn":null,"issn":null,"doi":null,"official_url":null,"institution":"UNIPERSITAS SANGGA BUANA YPKP","id_number":null,"thesis_level":"bachelor","publication_status":"published","refereed":null,"keywords":["Kata Kunci : Plastik Jenis Polyerhylen Tarephtalate (PET)","Kuat Tekan\nBeton","Kuat Tarik Belah","Subtitusi Agregat Kasar."],"language":"id","subjects":[],"divisions":[{"code":"22201","name":"S1 Teknik Sipil","pddikti_code":"22201"}],"citation":"Kareth, Zeth (2022) KAJIAN KUAT TEKAN DAN KUAT TARIK BELAH DENGAN\nMENGGUNAKAN BAHAN LIMBAH PLASTIK JENIS\nPOLYERHYLEN TAREPHTALATE (PET)\nSEBAGAI CAMPURAN BETON. UNIPERSITAS SANGGA BUANA YPKP.","documents":[{"name":"1._Cover.pdf","section":"cover","mime_type":"application\/pdf","size":55807,"sha256":"e037d1a202d9279df811619cc1497a9758f2b6148929ba79243617b09dba4259","access":"public","embargo_until":null,"license":"cc0","url":"https:\/\/repo.xbbh.net\/items\/5218\/files\/9218\/1._Cover.pdf"},{"name":"2._PENGESAHAN_TA.pdf","section":"front_matter","mime_type":"application\/pdf","size":57698,"sha256":"9637e4876a87087efa18dd07bdae57eacbf15b1d623a7968c60459ff85dbd70c","access":"public","embargo_until":null,"license":"cc0","url":"https:\/\/repo.xbbh.net\/items\/5218\/files\/9219\/2._PENGESAHAN_TA.pdf"},{"name":"3._PERNYATAAN_KEASLIAN_TUGAS_AKHIR.pdf","section":"front_matter","mime_type":"application\/pdf","size":54533,"sha256":"b830be35fc80dc559e33a73d514fee224d13803a69f5bf1bc79463f122d7254f","access":"public","embargo_until":null,"license":"cc0","url":"https:\/\/repo.xbbh.net\/items\/5218\/files\/9220\/3._PERNYATAAN_KEASLIAN_TUGAS_AKHIR.pdf"},{"name":"4._ABSTRAK.pdf","section":"abstract","mime_type":"application\/pdf","size":93444,"sha256":"19e58bdd46c3a43a350ba39b92d0bbc277874abd44633367acd3e98f11079dd9","access":"public","embargo_until":null,"license":"cc0","url":"https:\/\/repo.xbbh.net\/items\/5218\/files\/9221\/4._ABSTRAK.pdf"},{"name":"9._BAB_I.pdf","section":"chapter_1","mime_type":"application\/pdf","size":100020,"sha256":"2007645238f0006c1da6e35338bb1632fc2c71a237213eb43d0ed3020dbcd177","access":"public","embargo_until":null,"license":"cc0","url":"https:\/\/repo.xbbh.net\/items\/5218\/files\/9222\/9._BAB_I.pdf"},{"name":"14._DAFTAR_PUSTAKA.pdf","section":"bibliography","mime_type":"application\/pdf","size":79559,"sha256":"0f92aea381e79450496de3448ea43d1be27bedabf96e8baed0b0a4b4bda4267f","access":"public","embargo_until":null,"license":"cc0","url":"https:\/\/repo.xbbh.net\/items\/5218\/files\/9223\/14._DAFTAR_PUSTAKA.pdf"}],"published_at":"2025-02-24T03:45:49+00:00","updated_at":"2026-10-31T07:01:51+00:00"}}