{"data":{"id":6235,"url":"https:\/\/repo.xbbh.net\/items\/6235","status":"published","type":"thesis","title":"ANALISIS KAPASITAS DAYA DUKUNG FONDASI\n TIANG PANCANG DENGAN MENGGUNAKAN\n METODEWIJAYA KARYA (WIKA)","title_alt":null,"abstract":"Pembangunan infrastruktur di Indonesia berupa gedung-gedung pencakar\n langit sangatlah pesat. Dalam pembangunan konstruksi sipil diperlukan\n perencanaan struktur yang baik. Perencanaan struktur dapat berupa struktur atas\n berupa bangunan dan struktur bawah berupa fondasi. Untuk gedung-gedung\n pencakar langit (tinggi) maka digunakan fondasi dalam berupa fondasi tiang.\n Analisis kapasitas daya dukung tiang pancang menggunakan formula\n dinamis metode Wijaya Karya (Wika).\n Dalam Metode Wijaya Karya (Wika) faktor-faktor yang mempengaruhi\n dalam menghitung  kapasitas daya dukung tiang adalah berat palu\/hammer, berat\n tiang pancang, tinggi jatuh palu\/hammer, penetrasi tiang (final set) terakhir, nilai\n rebound pukulan, kondisi alat (koefisien restitusi). Hasil analisis tiang pancang\n beton diameter 40 cm dan kedalaman 42 m berdasarkan formula dinamis Metode\n Wijaya Karya (Wika) didapat kapasitas daya dukung tiang pancang ultimate\n maksimum sebesar 459.375 ton dan minimum sebesar 334.091.\n Kata Kunci : fondasi tiang, tiang pancang, metode Wijaya Karya (Wika),\n kapasitas daya dukung","abstract_alt":null,"creators":[{"role":"author","family_name":"Ridwan","given_name":"Ristijana","orcid":null,"national_id":"2112171189"},{"role":"advisor","family_name":"Siregar","given_name":"Chandra Afriade","orcid":null,"national_id":"0418047301"}],"year":2022,"date_issued":"2022-05-16","publication":null,"volume":null,"issue":null,"pages":null,"publisher":null,"isbn":null,"issn":null,"doi":null,"official_url":null,"institution":"UNIVERSITAS SANGGA BUANA YPKP","id_number":null,"thesis_level":"bachelor","publication_status":"published","refereed":null,"keywords":["Kata Kunci : fondasi tiang","tiang pancang","metode Wijaya Karya (Wika)","kapasitas daya dukung"],"language":"id","subjects":[],"divisions":[{"code":"22201","name":"S1 Teknik Sipil","pddikti_code":"22201"}],"citation":"Ridwan, Ristijana (2022) ANALISIS KAPASITAS DAYA DUKUNG FONDASI\n TIANG PANCANG DENGAN MENGGUNAKAN\n METODEWIJAYA KARYA (WIKA). UNIVERSITAS SANGGA BUANA YPKP.","documents":[{"name":"Cover_TA.pdf","section":"cover","mime_type":"application\/pdf","size":32906,"sha256":"35beb4055ff980e6acd238e6f8e94327ac96c786259873c7ced0b1270574c728","access":"public","embargo_until":null,"license":"cc0","url":"https:\/\/repo.xbbh.net\/items\/6235\/files\/10411\/Cover_TA.pdf"},{"name":"Abstrak.pdf","section":"abstract","mime_type":"application\/pdf","size":15949,"sha256":"392e31ca037ad2e0052740fc6cc1a4f125fed93c865ea6559ac9f4dc5f81ebc6","access":"public","embargo_until":null,"license":"cc0","url":"https:\/\/repo.xbbh.net\/items\/6235\/files\/10412\/Abstrak.pdf"},{"name":"Bab_1.pdf","section":"chapter_1","mime_type":"application\/pdf","size":33692,"sha256":"edd3eda9c482ec74d152b186c0ba7161cd2eaeee12855956e6a201db8c306d47","access":"public","embargo_until":null,"license":"cc0","url":"https:\/\/repo.xbbh.net\/items\/6235\/files\/10413\/Bab_1.pdf"},{"name":"Daftar_Pustaka.pdf","section":"bibliography","mime_type":"application\/pdf","size":18841,"sha256":"2d326360fc23d5196c79ec55f40e5199bfaad14771d971ce7ee1d4eab234fc32","access":"public","embargo_until":null,"license":"cc0","url":"https:\/\/repo.xbbh.net\/items\/6235\/files\/10414\/Daftar_Pustaka.pdf"}],"published_at":"2025-09-08T03:37:42+00:00","updated_at":"2026-10-31T07:06:59+00:00"}}