?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=ANALISIS+PERBANDINGAN+DAYA+DUKUNG+DAN+PENURUNAN%0D%0AFONDASI+BORED+PILE+MENGGUNAKAN+METODE+TEORITIS%2C%0D%0AMETODE+ELEMEN+HINGGA+DENGAN+UJI+TEST+PDA+(PILE+DRIVING%0D%0A%0D%0AANALYZER)%0D%0A%0D%0A(Studi+Kasus+Pembangunan+Gedung+B+Rumah+Sakit+Muhammadiyah+Metro)&rft.creator=FRISKA+HANDAYANI%2C+1715011002&rft.subject=620+Ilmu+teknik+dan+ilmu+yang+berkaitan&rft.description=In+general%2C+the+planning+of+a+building+includes+the+planning+of+the+upper+building%0D%0A(upper+structure)+and+the+planning+of+the+lower+building+(sub+structure).+The%0D%0Afoundation+is+the+part+of+the+sub-structure+that+is+directly+related+to+the+ground+and%0D%0Ahas+an+important+role+in+bearing+all+the+loads+of+other+buildings+on+it%2C+therefore+it+is%0D%0Anecessary+to+calculate+the+bearing+capacity+and+settlement+that+will+occur+in+the%0D%0Adesign+planning+and+testing+after+the+foundation+work+is+carried+out.+In+the%0D%0Aconstruction+of+building+B+Muhammadiyah+Hospital+using+the+foundation+type+bored%0D%0Apile.%0D%0AJudging+from+the+investigation+of+soil+types%2C+structural+loads%2C+the+environment+around%0D%0Athe+project%2C+and+field+testing+with+PDA+(Pile+Driving+Analyzer)+and+CAPWAP+tests%2C%0D%0Athe+purpose+of+this+research+is+to+calculate+the+bearing+capacity+and+settlement%0D%0Aoffoundations+bored+pile+in+away+static+(using+the+principles+of+mechanics).+soil)%0D%0Ausing+the+theoretical+method%2C+the+finite+element+method%2C+and+the+(dynamic)+method%0D%0Ausing+the+experimental+method+with+field+tests+of+PDA+(Pile+Driving+Analyzer)+and%0D%0ACAPWAP+tests+and+can+interpret+the+results+of+PDA+(Pile+Driving+Analyzer)+and%0D%0ACAPWAP+data.%0D%0ABased+on+the+results+of+the+study%2C+it+can+be+said+that+in+calculating+the+bearing+capacity%0D%0Aof+the+results+of+the+comparison+of+the+smallest+test+results+from+the+use+of+the+L.%0D%0ADecourt+method+on+the+results+of+dynamic+testing+of+CAPWAP+results+at+both+test%0D%0Apoints+with+a+value+of+4.55%25+at+point+BH-01+and+9.29%25+at+BH+-02.+And+the+smallest%0D%0Aresult+in+the+finite+element+method+with+CAPWAP+is+at+point+BH-01%2C+which+is+9.8%25.%0D%0AWhere+the+results+of+the+positive+difference+in+the+bearing+capacity+of+the+CAPWAP%0D%0Atest+in+the+field+increased+more+than+the+theoretical+calculation%2C+the+dynamic+testing%0D%0Aof+the+bearing+capacity+in+the+field+can+be+said+to+be+safe.The+result+of+the+smallest%0D%0A%0D%0Adifference+is+the+use+of+the+Paul+%26+Davis+method+on+the+results+of+CAPWAP+on+BH-%0D%0A01+which+is+-13%25+and+BH-02+which+is+-23%25.+The+results+of+the+PDA+Test+on+pile+No.1%0D%0A%0D%0Aare+overstressed+because+the+CSX+value+is+higher+than+the+allowable+compressive%0D%0Astress%2C+for+EMX+pile+No.2+exceeds+the+recommended+hammer+efficiency%2C+in+the%0D%0ACAPWAP+result+report+there+is+no+information+from+the+CAPWAP+match+quality+and%0D%0Athere+are+data+that+have+not+been+given+complete+in+the+report%2C+such+as+the+proportion%0D%0Aof+foundation+damage+(BTA)+and+hammer+drop+height+(STK).%0D%0AKeywords%3A+Bored+Pile%2C+Bearing+Capacity+and+Settlement%2C+PDA+(Pile+Driving+Analyzer)%0D%0Aand+CAPWAP%0D%0APada+umumnya+perencanaan+suatu+bangunan+meliputi+perencanaan+bangunan+atas%0D%0A(upper+structure)+dan+perencanaan+bangunan+bawah+(sub+structure).+Fondasi%0D%0Amerupakan+bagian+bangunan+bawah+(sub+structure)+yang+berhubungan+langsung%0D%0Adengan+tanah+mempunyai+peranan+penting+memikul+seluruh+beban+bangunan+lain+di%0D%0Aatasnya%2C+maka+dari+itu+perlu+dilakukan+perhitungan+daya+dukung+serta+penurunan+yang%0D%0Aakan+terjadi+di+dalam+perencanaan+desain+dan+juga+pengujian+setelah+pelaksanaan%0D%0Apekerjaan+fondasi.+Pada+pembangunan+gedung+B+RSU+Muhammadiyah%0D%0Amenggunakan+tipe+fondasi+bored+pile.%0D%0ADitinjau+dari+penyelidikan+jenis+tanah%2C+beban+struktur%2C+lingkungan+sekitar+proyek%2C+dan%0D%0Apengujian+lapangan+dengan+test+PDA+(Pile+Driving+Analyzer)+dan+CAPWAP+maka%0D%0Atujuan+dari+penelitian+ini+adalah+untuk+menghitung+daya+dukung+dan+penurunan%0D%0Afondasi+bored+pile+dengan+cara+static+(menggunakan+prinsip-prinsip+mekanika+tanah)%0D%0Amenggunakan+metode+teoritis%2C+metode+elemen+hingga%2C+dan+cara+(dinamic)%0D%0Amenggunakan+metode+experimental+dengan+uji+lapangan+test+PDA+(Pile+Driving%0D%0AAnalyzer)+dan+CAPWAP+serta+dapat+menginterpetasikan+hasil+data+PDA+(Pile%0D%0ADriving+Analyzer)+dan+CAPWAP.%0D%0ABerdasarkan+hasil+dari+penelitian+dapat+disimpulkan+bahwa+dalam+perhitungan+daya%0D%0Adukung+hasil+perbandingan+selisih+terkecil+pengujian+static+menggunakan+metode+L.%0D%0ADecourt+terhadap+hasil+pengujian+dinamic+hasil+CAPWAP+pada+kedua+titik+uji+dengan%0D%0Anilai+4%2C55%25+pada+titik+BH-01+dan+9%2C29%25+pada+BH-02.+Dan+hasil+selisih+terkecil+pada%0D%0Ametode+elemen+hingga+dengan+hasil+CAPWAP+ada+pada+titik+BH-01+yaitu+9%2C8%25.%0D%0ADimana+hasil+selisih+positif+daya+dukung+CAPWAP+uji+di+lapangan+meningkat+lebih%0D%0Abesar+jika+dibandingkan+dengan+perhitungan+teori+maka+pengujian+daya+dukung+di%0D%0Alapangan+secara+dinamis+dapat+dikatakan+aman.+Hasil+selisih+perbandingan+terkecil%0D%0Apenurunan+adalah+menggunakan+metode+Paulus%26Davis+terhadap+hasil+CAPWAP%0D%0Apada+BH-01+yaitu+-13%25+dan+BH-02+yaitu+-23%25.+Hasil+PDA+Test+pada+tiang+No.1%0D%0Aterjadi+overstressed+karena+nilai+CSX+lebih+tinggi+dari+tegangan+ijin+tekan%2C+untuk%0D%0AEMX+tiang+No.2+melebihi+efisiensi+hammer+yang+disarankan%2C+pada+laporan+hasil%0D%0ACAPWAP+tidak+terdapat+keterangan+dari+CAPWAP+match+quality+dan+terdapat+data%0D%0Ayang+belum+lengkap+diberikan+dalam+laporan%2C+seperti+persentase+kerusakan+fondasi%0D%0A(BTA)+dan+tinggi+jatuh+hammer+test+(STK).%0D%0AKata+Kunci%3A+Bored+Pile%2C+Daya+Dukung+dan+Penurunan%2C+PDA+(Pile+Driving+Analyzer)+dan%0D%0ACAPWAP&rft.publisher=FAKULTAS+TEKNIK&rft.date=2021&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F60780%2F1%2FFriska%2520Handayani_1715011002_Abstrak_%2520-%2520Friska%2520Handayani.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F60780%2F2%2FFriska%2520Handayani_1715011002%2520SKRIPSI._FULL%2520Tanpa%2520Lampiran_%2520-%2520Friska%2520Handayani.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F60780%2F3%2FFriska%2520Handayani_1715011002%2520SKRIPSI._Tanpa%2520Bab%2520Pembahasan%2520dan%2520Lampiran%2520Isi_%2520-%2520Friska%2520Handayani.pdf&rft.identifier=++FRISKA+HANDAYANI%2C+1715011002++(2021)+ANALISIS+PERBANDINGAN+DAYA+DUKUNG+DAN+PENURUNAN+FONDASI+BORED+PILE+MENGGUNAKAN+METODE+TEORITIS%2C+METODE+ELEMEN+HINGGA+DENGAN+UJI+TEST+PDA+(PILE+DRIVING+ANALYZER)+(Studi+Kasus+Pembangunan+Gedung+B+Rumah+Sakit+Muhammadiyah+Metro).++FAKULTAS+TEKNIK%2C+UNIVERSITAS+LAMPUNG.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F60780%2F