?url_ver=Z39.88-2004&rft_id=1715011040&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=STUDI+PERILAKU+DAN+KERUSAKAN+TIANG+MENGGUNAKAN+DATA+GETARAN+DARI+PILE+INTEGRITY+TEST+&rft.creator=Goldyna+Septania%2C+1715011040&rft.subject=620+Ilmu+teknik+dan+ilmu+yang+berkaitan&rft.description=ABSTRAK%0D%0ASTUDI+PERILAKU+DAN+KERUSAKAN+TIANG+MENGGUNAKAN+DATA+GETARAN+DARI+PILE+INTEGRITY+TEST%0D%0A%0D%0AOleh%0D%0AGOLDYNA+SEPTANIA%0D%0A%09Fondasi+merupakan+salah+satu+struktur+yang+memiliki+peranan+penting+sehingga+diperlukan+pemeriksaan+secara+berkala.++Penelitian+ini+bertujuan+untuk+membandingkan+respons+tiang+terhadap+getaran%2C+serta+kedalaman+tiang+dari+hasil+perhitungan+karena+lonjakan+getaran+dengan+data+sebenarnya.++Alat+yang+digunakan+adalah+Pile+Integrity+Test+(PIT)+yang+berbasis+low+strain+dengan+3-axis+accelerometer.++Pada+penelitian+dilakukan+pengujian+dengan+dua+kondisi+yaitu+sebelum+tiang+ditimbun+dan+sesudah+tiang+ditimbun.++Sampel+yang+digunakan+pada+penelitian+berupa+tiang+dengan+tinggi+1+meter+sebanyak+tiga+buah%2C+tiang+pertama+tanpa+kerusakan%2C+tiang+kedua+dengan+satu+kerusakan%2C+dan+tiang+ketiga+dengan+dua+kerusakan.++%0D%0A%09Dari+hasil+penelitian+yang+dilakukan%2C+didapatkan+lonjakan+getaran+pada+tiang+kedua+dan+tiang+ketiga+di+titik+kerusakan+pada+kondisi+tiang+sebelum+ditimbun+dengan+rata-rata+deviasi+5%2C46%25%2C+sedangkan+pada+kondisi+tiang+sesudah+ditimbun+tidak+terdeteksi+adanya+kerusakan.++Pada+3+buah+sampel+ini+lonjakan+getaran+yang+menunjukan+dasar+tiang+rata-rata+berada+di+kedalaman+%C2%B1900+mm+dan+terlihat+jelas+pada+tiang+sesudah+ditimbun.++Nilai+rata-rata+deviasi+sampel+sebelum+dan+sesudah+ditimbun+yang+menunjukkan+lonjakan+getaran+di+dasar+tiang+adalah+sebesar+6%2C98%25.%0D%0A%0D%0AKata+kunci+%3A+uji+integritas+tiang%2C+regangan+rendah%2C+accelerometer+3+arah%0D%0A%0D%0A%0D%0AABSTRACT%0D%0ASTUDY+OF+BEHAVIOUR+AND+FOUNDATION+DAMAGE+USING+VIBRATION+DATA+FROM+PILE+INTEGRITY+TEST%0D%0A%0D%0ABy%0D%0AGOLDYNA+SEPTANIA%0D%0AFoundation+is+one+of+the+structures+that+had+an+important+function+that+need+periodic+inspection.++This+study+aimed+to+compare+the+pile+response+towards+vibration+and+pile+depth+from+the+calculation+due+to+spike+of+vibration+and+actual+data.++The+apparatus+that+used+is+Pile+Integrity+Test+(PIT)+based+on+the+low+strain+with+a+3-axis+accelerometer.++In+this+study%2C+two+conditions+were+tested%2C+before+and+after+the+pile+was+embedded+in+the+ground.++This+study+uses+three+samples+with+the+height+of+pile+is+1+meter%2C+the+first+pile+without+damage%2C+the+second+pile+with+one+section+damage%2C+and+the+third+pile+with+two+section+damage.++%0D%0AFrom+the+research%2C+it+was+found+that+spike+of+vibration+at+the+damage+point+on+the+second+and+third+piles+in+condition+of+unembedded+piles+with+an+average+deviation+is+5.46%25.+On+the+condition+of+embedded+pile%2C+no+damage+was+detected.+In+these+3+samples%2C+the+spike+of+vibration+indicate+pile+base+at+average+depth+of+%C2%B1900+mm+and+clearly+visible+on+the+embedded+piles.+The+average+value+of+sample+deviation+before+and+after+being+embedded+which+shows+a+vibration+spike+at+the+base+of+the+pile+is+6.98%25.+%0D%0A%0D%0AKeywords%3A+pile+integrity+test%2C+low+strain%2C+3-axis+accelerometer+%0D%0A&rft.publisher=FAKULTAS+TEKNIK&rft.date=2022-11-08&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F67839%2F1%2FABSTRAK%2520%2528ABSTRACT%2529.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F67839%2F2%2FSKRIPSI%2520FULL.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F67839%2F3%2FSKRIPSI%2520FULL%2520TANPA%2520PEMBAHASAN.pdf&rft.identifier=++Goldyna+Septania%2C+1715011040++(2022)+STUDI+PERILAKU+DAN+KERUSAKAN+TIANG+MENGGUNAKAN+DATA+GETARAN+DARI+PILE+INTEGRITY+TEST.++FAKULTAS+TEKNIK%2C+UNIVERSITAS+LAMPUNG.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F67839%2F