?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=PENGARUH+WAKTU+PERENDAMAN+TERHADAP+UJI+KUAT+TEKAN%0D%0APAVING+BLOK+MENGGUNAKAN+CAMPURAN+TANAH+DAN+KAPUR%0D%0ADENGAN+ALAT+PEMADAT+MODIFIKASI&rft.creator=DELLA+ANDANDANINGRUM%2C+1215011026&rft.subject=Mesin+(General).+Mesin+Sipil+(General)&rft.description=ABSTRAK%0D%0A%0D%0APaving+block+adalah+suatu+komposisi+bahan+bangunan+yang+terbuat+dari+campuran%0D%0Asemen+portland+atau+bahan+perekat+hidrolis+lainnya%2C+air+dan+agregat+dengan+atau%0D%0Atanpa+bahan+tambahan+lainnya.+Bata+beton+dapat+berwarna+seperti+warna+aslinya%0D%0Aatau+diberi+zat+warna+pada+komposisinya+dan+digunakan+untuk+halaman+baik+di%0D%0Adalam+maupun+diluar+bangunan.+Pada+penelitian+ini+proses+pembuatan+paving%0D%0Ablock+akan+menggunakan+campuran+tanah+dan+kapur.+Selain+itu%2C+dilakukan%0D%0Aperendaman+terhadap+paving+block+yang+diharapkan+akan+meningkatkan+kekuatan%0D%0Apaving+block+sesuai+SNI+03-0691-1996.%0D%0ASampel+tanah+yang+diuji+berasal+dari+daerah+Kota+Baru%2C+Lampung+Selatan.%0D%0AKomposisi+campuran+tanah+dan+kapur+dengan+variasi+waktu+perendaman+7+hari%2C%0D%0A14+hari%2C+21+hari+dan+28+hari+serta+dengan+perlakuan+sebelum+pembakaran+dan%0D%0Asesudah+pembakaran+sampel+paving+block.+Berdasarkan+hasil+pengujian+fisik+tanah%0D%0Aasli%2C+USCS+mengklasifikasikan+sampel+tanah+sebagai+tanah+berbutir+halus+dan%0D%0Atermasuk+ke+dalam+kelompok+ML.%0D%0AHasil+dari+penelitian+ini+adalah+pembuatan+paving+block+menggunakan+material%0D%0Atanah+lanau+dan+kapur+tidak+memenuhi+SNI+03-0691-1996.+Hal+ini+dikarenakan%0D%0Akelemahan+yang+terdapat+pada+alat+pemadat+modifikasi+yang+digunakan+pada+saat%0D%0Apembuatan+sampel.+Untuk+nilai+kuat+tekan+paving+block+sebelum+pembakaran+dan%0D%0Asesudah+pembakaran+paling+baik+ditunjukkan+pada+waktu+perendaman+28+hari.%0D%0ANilai+kuat+tekan+yang+dihasilkan+secara+keseluruhan+masih+belum+memenuhi%0D%0Aspesifikasi+dari+paving+block+SK+SNI+03-0691-1996+yaitu+minimal+kuat+tekan%0D%0Asebesar+85+kg%2Fcm%0D%0A2%0D%0A.+Tetapi+nilai+daya+serap+air+memenuhi+spesifikasi+SNI+03-06911996%0D%0Ayaitu+3%25-10%25.%0D%0AKata+kunci+%3A+Paving+block%2C+tanah+lanau%2C+kuat+tekan%2C+pembakaran+tanah.%0D%0A%0D%0AABSTRACT%0D%0A%0D%0APaving+block+is+a+composition+ingredient+construction+made+from+mixture+of+portland%0D%0Acement+or+a+kind+of+adhesive+hydrolysis%2C+water%2C+and+aggregates+with+or+without+other%0D%0Aingredients.+Concrete+bricks+can+colored+as+original+color+or+given+substance+color%0D%0Aon+composition+and+used+for+page+both+inside+nor+outside+construction.+In+this+study%0D%0Athe+process+of+manufacture+of+paving+blocks+will+use+a+mix+of+soil+and+chalk.+More%0D%0Aover%2C+soaking+of+the+paving+blocks+that+are+expected+to+increase+the+strength+of%0D%0Apaving+blocks+is+according+to+SNI+03-0691-1996.%0D%0ASoil+samples+tested+were+from+Kota+Baru%2C+South+Lampung.+Composition+blend+of+soil%0D%0Aand+chalk+with+variation+time+to+soak+is+7+days%2C+14+days%2C+21+days%2C+and+28+days%2C+as+well%0D%0Aas+to+the+treatment+of+pre-combustion+and+post-combustion+of+the+sample+of+paving%0D%0Ablocks.+Based+on+the+results+of+physical+testing+the+original+soil%2C+USCS+classify+soil%0D%0Asamples+as+fine-grained+soil+and+belong+to+the+group+ML.%0D%0AResults+from+this+study+is+the+manufacture+of+paving+blocks+using+silt+soil++and+chalk%0D%0Asoil+material+that+does+not+meet+the+specifications+of+SNI+03-0691-1996.+This+is%0D%0Abecause+the+weakness+on+modification+compactor+which+are+use+when+make+a+sampel.%0D%0AFor+the+compressive+strength+of+paving+blocks+pre-combustion+and+post-combustion%0D%0Aare+best+shown+in+soaking+time+of+28+days.+The+compressive+strength+that+generated%0D%0Aas+a+whole+still+does+not+meet+the+specifications+of+the+paving+block+SK+SNI+03-06911996%0D%0A%0D%0Athat+is+a+minimum+compressive+strength+at+85+kg%2Fcm%0D%0A2%0D%0A.+But+value+of+water%0D%0Aabsorption+meets+the+specification+03-0691-1996+which+is+3%25-10%25.%0D%0AKeyword+%3A+Paving+block%2C+slit+soil%2C+compressive+strength%2C+soil+burning&rft.publisher=FAKULTAS+TEKNIK&rft.date=2016-08-05&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F23655%2F1%2FABSTRAK%2520%2528ABSTRACT%2529.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F23655%2F2%2FSKRIPSI%2520FULL.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F23655%2F3%2FSKRIPSI%2520TANPA%2520BAB%2520PEMBAHASAN.pdf&rft.identifier=++DELLA+ANDANDANINGRUM%2C+1215011026++(2016)+PENGARUH+WAKTU+PERENDAMAN+TERHADAP+UJI+KUAT+TEKAN+PAVING+BLOK+MENGGUNAKAN+CAMPURAN+TANAH+DAN+KAPUR+DENGAN+ALAT+PEMADAT+MODIFIKASI.++FAKULTAS+TEKNIK%2C+UNIVERSITAS+LAMPUNG.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F23655%2F