{"data":{"id":740,"url":"https:\/\/repo.xbbh.net\/items\/740","status":"published","type":"thesis","title":"TINJAUAN PERENCANAAN PONDASI TOWER SST 31 METER 3 KAKI PADA TANAH LEMPUNG LUNAK","title_alt":null,"abstract":"Penilitian Ini Membahas Tentang Jenis Pondasi Yang Cocok Di Gunakan Unuk Pembangunan  Tower  3  Kaki  Dengan  Ketinggian  31  Meter  Pada Jenis Tanah Yaitu Tanah Lempung Lunak Berdasarkan Hasil Penyelidikan Tanah   Dan Perhitungan   Dengan Standar Pembangunan Tower Yang Menghasil Kan Data Kekuatan Terhadap Gaya Tekan Gaya Angkat Dan Gaya Geser Untuk Analisa Penentuan Jenis Pondasi Yang Cocok Di Gunakan Pada Wilayah Tersebut  Ada 2\nMacam Jenis Pondasi Yaitu  Pondasi Bored Pile Dan Pondasi Pelat Untuk Pondasi Bored Diameter Pondasi 200 X  200 Cm Tebal 35cm Sementara Untuk Pondasi Jenis Pelat Diameter Nya Adalah 600 X 600 Tebal 50 Cm","abstract_alt":null,"creators":[{"role":"author","family_name":"KHOLKI","given_name":"HUSNUL","orcid":null,"national_id":"B1021412RB4009"},{"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":["Data Dan Analisa"],"language":"id","subjects":[],"divisions":[{"code":"22201","name":"S1 Teknik Sipil","pddikti_code":"22201"}],"citation":"KHOLKI, HUSNUL (2019) TINJAUAN PERENCANAAN PONDASI TOWER SST 31 METER 3 KAKI PADA TANAH LEMPUNG LUNAK. UNIVERSITAS SANGGA BUANA YPKP BANDUNG.","documents":[{"name":"ABSRAK_TA.pdf","section":null,"mime_type":"application\/pdf","size":8175,"sha256":"d872d8ddf3014b8e8492fe2a6fbe0c135065afcf396bac2e7056895d7a3cff22","access":"public","embargo_until":null,"license":null,"url":"https:\/\/repo.xbbh.net\/items\/740\/files\/2767\/ABSRAK_TA.pdf"},{"name":"KATA_PENGNTAR_TA.pdf","section":null,"mime_type":"application\/pdf","size":127026,"sha256":"3a6d25742985a418fb6f3f8d6af92ec7f4b64ad9e751a3f01f669b46493424e8","access":"public","embargo_until":null,"license":null,"url":"https:\/\/repo.xbbh.net\/items\/740\/files\/2768\/KATA_PENGNTAR_TA.pdf"},{"name":"DAFTAR_ISI_TA_BAB_1-3.pdf","section":"front_matter","mime_type":"application\/pdf","size":11727,"sha256":"18f79e667b50cceb0d892970e6a56d78d6a0c2226f74e55aa524e849f9ab12ba","access":"public","embargo_until":null,"license":null,"url":"https:\/\/repo.xbbh.net\/items\/740\/files\/2769\/DAFTAR_ISI_TA_BAB_1-3.pdf"},{"name":"DAPTR_ISI_BAB_4-5.pdf","section":"chapter_body","mime_type":"application\/pdf","size":5522,"sha256":"3465b45aa97d39dddbcad0723a6d88395dbe083599775120d623ba72c85c7f81","access":"public","embargo_until":null,"license":null,"url":"https:\/\/repo.xbbh.net\/items\/740\/files\/2770\/DAPTR_ISI_BAB_4-5.pdf"},{"name":"DAFTAR_PUSTAKA.pdf","section":"bibliography","mime_type":"application\/pdf","size":156546,"sha256":"281964d7c24bbaf299727d3d4a3071b40c9bf2589f86338e001aa6b815c4903a","access":"public","embargo_until":null,"license":null,"url":"https:\/\/repo.xbbh.net\/items\/740\/files\/2771\/DAFTAR_PUSTAKA.pdf"}],"published_at":"2020-07-29T04:02:24+00:00","updated_at":"2026-10-31T06:34:35+00:00"}}