?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=PENGARUH+PERENDAMAN+TERHADAP+DAYA+DUKUNG+TANAH+LEMPUNG+LUNAK+BERDASARKAN+UJI+TEKAN+BEBAS+MENGGUNAKAN+TX+-+300&rft.creator=APRIRIANDI+PUTRA%2C+0445011006&rft.subject=+&rft.description=ABSTRAK%0D%0A%0D%0A%0D%0ASuatu+konstruksi+atau+bangunan+sangat+berhubungan+dengan+keadaan+kondisi+fisik+dan+mekanis+tanah.+Untuk+memperbaiki+sifat+tanah+merugikan+yang+dapat+mengakibatkan+daya+dukung+menjadi+rendah%2C+maka+diperlukan+perbaikan+tanah+yang+salah+satunya+adalah+menggunakan+metode+stabilisasi.+Usaha+stabilisasi+yang+banyak+dilakukan+adalah+stabilisasi+dengan+menggunakan+bahan+.+Salah+satunya+menggunakan+bahan+alternatif+yaitu+TX-300+yang+diharapkan+mampu+memperbaiki+sifat+tanah+sehingga+dapat+mendukung+suatu+konstruksi.%0D%0ASampel+tanah+yang+di+uji+pada+penelitian+ini+adalah+tanah+lempung+lunak+yang+berasal+dari+daerah+Rawa+Sragi%2C+Lampung+Timur.+Variasi+kadar+campuran+yang+digunakan+yaitu+0%2C4+ml%2C+0%2C7+ml%2C+1%2C0+ml%2C+dan+1%2C3+ml.+Pada+tiap+kadar+campuran+dilakukan+perendaman+selama+7+hari+%2C14hari+%2C21hari%2C+28hari.+Berdasarkan+pemeriksaan+unsur+kimia+tanah+dan+pemeriksaan+sifat+fisik+tanah+asli%2C+USCS+mengklasifikasikan+sampel+tanah+sebagai+tanah+berbutir+halus%2C+dan+termasuk+ke+dalam+kelompok+CH.%0D%0AHasil+penelitian+di+laboratorium+menunjukkan+bahwa+bahan+additive+menggunakan+TX-300+dapat+memperbaiki+sifat+fisik+dan+mekanik+tanah+lempung+lunak.+Pada+pengujian+fisik+seperti+berat+jenis+dan+batas-batas+Atterberg+mengalami+kenaikan+setelah+distabilisasi%2C+sementara+pada+pengujian+mekanik+penggunaan+TX-300+dapat+meningkatkan+nilai+Kuat+Tekan+Bebas+tanah+tersebut.+Dari+hasil+pengujian+Kuat+Tekan+Bebas%2C+tanah+yang+distabilisasi+dengan+TX-300+mengalami+peningkatan+sampai+pada+kadar+TX+maksimum+1%2C3+ml.%0D%0AKata+kunci+%3A+TX-300%2C+Tanah+Lempung+Lunak%2C+Kuat+Tekan+Bebas+(UCS).%0D%0A%0D%0AABSTRACT%0D%0A%0D%0AA+construction+or+building+is+closely+related+to+soil+physical+and+mechanical+conditions.+To+improve+soil+characteristic%2C+soil+should+be+stabilized.+One+of+soil+stabilization+effort+is+using+additive+material.+One+of+additive+materials+is+TX-300+that+is+expected+to+improve+soil+characteristic+to+support+a+construction.%0D%0ASoil+sample+to+test+in+this+research+was+soft+clay+soil+from+Rawa+Sragi%2C+East+Lampung.+Variations+of+concentration+mixtures+between+TX-300+and+soil+are+0.4+ml%2C+0.7+ml%2C+1.0+ml%2C+and+1.3+ml.+There+two+treatments+for+every+mixture+concentration+the+mix+was+letting+aside+while+soaked+in+7+days%2C+14+days%2C+21+days.+28+days.+based+on+examinations+of+soil+chemical+element+and+original+soil+characteristic%2C+USCS+classified+sample+as+soil+with+fine+granule+in+CH+group.%0D%0AThe+results+showed+that+TX-300+additive+material+was+able+to+improve+physical+and+mechanical+characteristics+of+soft+clay+soil.+Physical+test+on+specific+gravity+and+Atterberg+limits+showed+improvement+after+soil+stabilization%2C+while+mechanical+test+on+soil+mixture+with+TX-300+showed+that+TX-300+improved+unconfined+compressive+strength+(UCS).+The+UCS+test+results+showed+that+stabilized+soil+with+TX-300+could+improve+into+TX+maximum+of+1%2C3+ml.%0D%0AKeywords%3A+TX-300%2C+Soft+Clay+Soil%2C+Unconfined+Compressive+Strength+(UCS).&rft.publisher=FAKULTAS+TEKNIK&rft.date=2013-04-12&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5745%2F1%2FABSTRAK.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5745%2F2%2FCOVER%2520DALAM.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5745%2F3%2FMENYETUJUI.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5745%2F5%2FPERNYATAAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5745%2F6%2FRIWAYAT%2520HIDUP.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5745%2F7%2FSANWACANA.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5745%2F8%2FDAFTAR%2520ISI.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5745%2F9%2FDAFTAR%2520GAMBAR.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5745%2F10%2FDAFTAR%2520TABEL.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5745%2F11%2FDAFTAR%2520NOTASI.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5745%2F12%2FBAB%2520I.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5745%2F13%2FBAB%2520II.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5745%2F14%2FBAB%2520III.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5745%2F15%2FBAB%2520IV.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5745%2F16%2FBAB%2520V.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5745%2F17%2FDAFTAR%2520PUSTAKA.pdf&rft.identifier=++APRIRIANDI+PUTRA%2C+0445011006++(2013)+PENGARUH+PERENDAMAN+TERHADAP+DAYA+DUKUNG+TANAH+LEMPUNG+LUNAK+BER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