{"data":{"id":707,"url":"https:\/\/repo.xbbh.net\/items\/707","status":"published","type":"thesis","title":"ANALISIS DAYA DUKUNG PONDASI TIANG TUNGGAL BERDASARKAN FORMULA DINAMIS DI WILAYAH GEDEBAGE (STUDI KASUS : PROYEK AKSES JALAN TOL GEDEBAGE)","title_alt":null,"abstract":"Setiap bangunan sipil seperti gedung, jembatan, jalan raya, terowongan, menara, dam\/tanggul dan sebagainya harus mempunyai pondasi yang dapat mendukungnya. Dalam pembangunan yang tanah dasar di bawah bangunan tersebut tidak mempunyai daya dukung (bearing capacity) yang cukup untuk memikul berat bangunan dan beban yang diterimanya atau apabila tanah pendukung yang mempunyai daya dukung yang cukup letaknya sangat dalam, maka biasanya memakai pondasi tiang.\n\nPada umumnya, pondasi tiang ditempatkan tegak lurus (vertical) di dalam tanah, tetapi apabila diperlukan dapat dibuat miring agar dapat menahan  gaya  \u2013  gaya horizontal. Untuk mengetahui daya dukung tiang tersebut memenuhi syarat. Penulis memakai analisa daya dukung tiang tunggal dinamis yang berasal dari data kalendering umumnya dipakai metode Hiley Formula dan metode Engineering New Record (ENR) Formula.","abstract_alt":null,"creators":[{"role":"author","family_name":"Fahlevi","given_name":"Nazar  Ma\u2019ruf","orcid":null,"national_id":"BI021412RB4010"},{"role":"advisor","family_name":"Siregar","given_name":"Chandra Afriade","orcid":null,"national_id":null}],"year":2019,"date_issued":null,"publication":null,"volume":null,"issue":null,"pages":null,"publisher":null,"isbn":null,"issn":null,"doi":null,"official_url":null,"institution":"UNIVERSITAS SANGGA BUANA YPKP BANDUNG","id_number":null,"thesis_level":"bachelor","publication_status":"published","refereed":null,"keywords":["Daya Dukung Tiang Tunggal","Kalendering","Metode Hiley Formula","Metode Engineering New Record (ENR) Formula"],"language":"id","subjects":[],"divisions":[{"code":"22201","name":"S1 Teknik Sipil","pddikti_code":"22201"}],"citation":"Fahlevi, Nazar  Ma\u2019ruf (2019) ANALISIS DAYA DUKUNG PONDASI TIANG TUNGGAL BERDASARKAN FORMULA DINAMIS DI WILAYAH GEDEBAGE (STUDI KASUS : PROYEK AKSES JALAN TOL GEDEBAGE). UNIVERSITAS SANGGA BUANA YPKP BANDUNG.","documents":[{"name":"cover.pdf","section":"cover","mime_type":"application\/pdf","size":166515,"sha256":"3504f513d80c1b365d1331e36fd8f5dc2af09b3112ad4659b1880305b646b53f","access":"public","embargo_until":null,"license":null,"url":"https:\/\/repo.xbbh.net\/items\/707\/files\/2433\/cover.pdf"},{"name":"DAFTAR_ISI.pdf","section":"front_matter","mime_type":"application\/pdf","size":50275,"sha256":"f18bfc9ae57091291d88421690fc0332ed2c5f6e6ec337bec73fea3a7eee51a2","access":"public","embargo_until":null,"license":null,"url":"https:\/\/repo.xbbh.net\/items\/707\/files\/2434\/DAFTAR_ISI.pdf"},{"name":"pengesahan_pernyataan.pdf","section":"front_matter","mime_type":"application\/pdf","size":2567061,"sha256":"3fc3c759553879f2b912608b93c1fd97d16532f4ba51dfe69219f84635cd43ae","access":"public","embargo_until":null,"license":null,"url":"https:\/\/repo.xbbh.net\/items\/707\/files\/2435\/pengesahan_pernyataan.pdf"},{"name":"KATA_PENGANTAR.pdf","section":"front_matter","mime_type":"application\/pdf","size":188888,"sha256":"324dad46e731aba8fdc6de199cfdd34c3b7129462182706aa0d08db79ee6973d","access":"public","embargo_until":null,"license":null,"url":"https:\/\/repo.xbbh.net\/items\/707\/files\/2436\/KATA_PENGANTAR.pdf"}],"published_at":"2020-07-23T02:23:06+00:00","updated_at":"2026-10-31T06:33:08+00:00"}}