{"data":{"id":703,"url":"https:\/\/repo.xbbh.net\/items\/703","status":"published","type":"thesis","title":"TINJAUAN KAPASITAS DAYA DUKUNG TANAH METODE MEYERHOOF TERHADAP FUNGSI LEBAR DAN KEDALAMAN PONDASI TELAPAK","title_alt":null,"abstract":"Fungsi dari lebar pondasi terhadap kapasitas daya dukung tanah Metode Meyerhoof akan menurunkan daya dukungnya. Hal ini bisa dilihat dari hasil analisis daya dukung pondasi telapak dengan kedalaman 1.00 meter, lebar pondasi (B) = 0.50 m didapat qall = 96.26 kN\/m2, lebar pondasi (B) = 1.00 m didapat qall =\n63.55 kN\/m2, lebar pondasi (B) = 1.50 m didapat qall  = 49.67 kN\/m2, dan lebar\n\npondasi (B) = 2.00 m didapat qall = 43.56 kN\/m2. Perubahan lebar pondasi (B) dari\n\n0.50 meter menjadi 2.00 meter maka terjadi penurunan daya dukung tanah sebesar\n\n54.75%. Fungsi dari kedalaman pondasi terhadap peningkatan kapasitas daya dukung tanah Metode Meyerhoof akan meningkatkan daya dukungnya. Hal ini bisa dilihat dari hasil analisis daya dukung pondasi telapak dengan lebar 1.00 meter, kedalaman pondasi (Df) = 0.50 m didapat qall = 23.86 kN\/m2, kedalaman pondasi (Df)) = 1.00 m didapat qall = 63.55 kN\/m2, kedalaman pondasi (Df) = 1.50 m didapat qall  = 105.57 kN\/m2, dan kedalaman pondasi (Df) = 2.00 m didapat qall = 147.60 kN\/m2. Perubahan kedalaman pondasi (Df) dari 0.50 meter menjadi 2.00 meter maka terjadi peningkatan daya dukung tanah 518.61%.","abstract_alt":null,"creators":[{"role":"author","family_name":"PRATAMA","given_name":"ANGGA","orcid":null,"national_id":"B1021511RB5156"},{"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":["Metode Meyerhoof","Dukung Tanah","Pondasi Telapak"],"language":"id","subjects":[],"divisions":[{"code":"22201","name":"S1 Teknik Sipil","pddikti_code":"22201"}],"citation":"PRATAMA, ANGGA (2019) TINJAUAN KAPASITAS DAYA DUKUNG TANAH METODE MEYERHOOF TERHADAP FUNGSI LEBAR DAN KEDALAMAN PONDASI TELAPAK. UNIVERSITAS SANGGA BUANA YPKP BANDUNG.","documents":[{"name":"COVER.pdf","section":"cover","mime_type":"application\/pdf","size":126494,"sha256":"fe3f882bec366dcd6510a855d1c5684e60e483d461f54963154201f7849bd0d3","access":"public","embargo_until":null,"license":null,"url":"https:\/\/repo.xbbh.net\/items\/703\/files\/3273\/COVER.pdf"},{"name":"pengesahan.pdf","section":"front_matter","mime_type":"application\/pdf","size":185045,"sha256":"110e3e6363de4aee81060436d4fc0f80831c4d87dc60b47f40ef24f56b74f4fb","access":"public","embargo_until":null,"license":null,"url":"https:\/\/repo.xbbh.net\/items\/703\/files\/3274\/pengesahan.pdf"},{"name":"DAFTAR_ISI.pdf","section":"front_matter","mime_type":"application\/pdf","size":191942,"sha256":"4ec79a62baf9ad16d68cff5873ac4d21a3877d71cd801d2bc44c44fb33ee66fe","access":"public","embargo_until":null,"license":null,"url":"https:\/\/repo.xbbh.net\/items\/703\/files\/3275\/DAFTAR_ISI.pdf"},{"name":"DAFTAR_PUSTAKA.pdf","section":"bibliography","mime_type":"application\/pdf","size":2034878,"sha256":"7cc1771ed6fd5ee37c52c2fc84ece022f596ec4b33ae23ab774c6f99ecab6b15","access":"public","embargo_until":null,"license":null,"url":"https:\/\/repo.xbbh.net\/items\/703\/files\/3276\/DAFTAR_PUSTAKA.pdf"}],"published_at":"2020-07-23T01:54:25+00:00","updated_at":"2026-10-31T06:36:51+00:00"}}