?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=PENGARUH+PENAMBAHAN+PASIR+DAN+SEMEN+TERHADAP+KUAT+TEKAN+PAVING+BLOCK+MATERIAL+TANAH+MENGGUNAKAN+ALAT+PEMADAT+MODIFIKASI&rft.creator=ANNISA+WULANSARI%2C++1215011014&rft.subject=Teknologi+(General)&rft.description=ABSTRAK%0D%0A%0D%0APaving+block+terbuat+dari+campuran+semen+portland+atau+bahan+perekat+hidrolis+sejenisnya%2C+air%2C+dan+agregat+dengan+atau+tanpa+bahan+lainnya.++Pada+penelitian+ini+paving+block+dibuat+menggunakan+campuran+tanah%2C+semen+dan+pasir.++Dalam+pembuatan+paving+block+digunakan+alat+pemadat+modifikasi+yang+diharapkan+dapat+meningkatkan+mutu+paving+block+yang+sesuai+SNI+03-0691-1996.+%0D%0A%0D%0ASampel+tanah+yang+diuji+berasal+dari+daerah+Kota+Baru%2C+Lampung+Selatan.++Variasi+campuran+yang+digunakan+dalam+penelitian+ini+adalah+dengan+menambahkan+pasir+sebanyak+2%25%2C+4%25%2C+6%25%2C+8%25%2C+dan+10%25+dan+menambahkan+semen+sebanyak+3%25%2C+6%25%2C+9%25%2C+12%25%2C+dan+15%25+serta+dengan+perlakuan+pra+pembakaran+dan+pasca+pembakaran+sampel+paving+block.++%0D%0A%0D%0AHasil+pengujian+kuat+tekan+terhadap+paving+block+yang+dibuat+dengan+campuran+tanah%2C+semen+dan+pasir+telah+memenuhi+standar+SNI+03-0691-1996+untuk+klasifikasi+paving+block+mutu+D+yang+dapat+digunakan+untuk+taman.++Proses+pembakaran+paving+block+hanya+memberikan+kenaikan+sedikit+terhadap+paving+block+tanpa+proses+pembakaran.++Nilai+kuat+tekan+tertinggi+dihasilkan+oleh+paving+block+pasca+pembakaran+pada+variasi+campuran+10%25+pasir+%2B+15%25+semen+%2B+75%25+tanah+sebesar+10%2C05+MPa.++Sedangkan+nilai+uji+daya+serap+yang+dihasilkan+berkisar+antara+16%2C6%25+%E2%80%93+23%2C8%25+sehingga+tidak+memenuhi+standar+SNI+03-0691-1996.%0D%0A%0D%0A%0D%0A%0D%0AKata+kunci+%3A+Paving+block%2C+tanah+lanau%2C+kuat+tekan%2C+daya+serap+air.%0D%0A%0D%0AABSTRACT%0D%0A%0D%0APaving+blocks+made+from+mixture+of+portland+cement+or+other+hydrolysis+adhesive%2C+water%2C+and+aggregates+with+or+without+other+materials.+In+this+study%2C+paving+blocks+are+made+by+using+a+mixture+of+soil%2C+portland+cement+and+sand.+In+the+manufacture+of+paving+blocks+used+compactor+modification+that+are+expected+to+increase+the+strength+of+paving+blocks+that+according+to+SNI+03-0691-1996.%0D%0A%0D%0ASoil+samples+tested+were+from+Kota+Baru%2C+South+Lampung.+The+variation+of+mixture+that+used+in+this+study+is+by+adding+sand+as+much+as+2%25%2C+4%25%2C+6%25%2C+8%25%2C+and+10%25+and+add+cement+as+much+as+3%25%2C+6%25%2C+9%25%2C+12%25%2C+dan+15%25+as+well+as+with+the+treatment+of+pre-combustion+and+post-combustion+of+the+sample+of+paving+blocks.+%0D%0A%0D%0AResults+of+testing+the+compressive+strength+of+the+paving+blocks+with+a+mixture+of+soil+%2C+cement+and+sand+has+meet+the+standard+of+SNI+03-0691-1996+for+the+classification+of+paving+blocks+quality+D+which+can+be+used+for+garden.++The+combustion+process+of+paving+blocks+is+giving+only+slightly+against+the+increase+in+paving+blocks+without+the+process+of+combustion.++The+highest+compressive+strength+value+generated+by+post-combustion+of+paving+blocks+on+the+variation+of+mixture+10+%25+sand+%2B+15+%25+cement+%2B+75+%25+soil+amounted+to+10.05+MPa+.++While+the+value+of+the+water+absorption+test+ranged+from+16.6+%25+-+23.8+%25+so+it+does+not+meet+the+standard+of+SNI+03-0691-1996+.%0D%0A%0D%0A%0D%0A%0D%0AKeywords%3A+Paving+blocks%2C+silt+soil%2C+compressive+strength%2C+water+absorption.%0D%0A&rft.publisher=FAKULTAS+TEKNIK&rft.date=2016-09-09&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F24017%2F1%2FABSTRAK%2520%2528ABSTRACT%2529.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F24017%2F2%2FSKRIPSI%2520FULL.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F24017%2F3%2FSKRIPSI%2520TANPA%2520BAB%2520PEMBAHASAN.pdf&rft.identifier=++ANNISA+WULANSARI%2C+1215011014++(2016)+PENGARUH+PENAMBAHAN+PASIR+DAN+SEMEN+TERHADAP+KUAT+TEKAN+PAVING+BLOCK+MATERIAL+TANAH+MENGGUNAKAN+ALAT+PEMADAT+MODIFIKASI.++FAKULTAS+TEKNIK%2C+UNIVERSITAS+LAMPUNG.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F24017%2F