?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=THE+INFLUENCE+OF+CURING+TIME+ON+THE+BEARING+CAPACITY+OF+SOFT+CLAY+SOIL+STABILIZATION+USING+TX-300%0D%0A%0D%0A&rft.creator=A..RICKY+APRINAL+AR%2C+0715011026&rft.subject=Mesin+(General).+Mesin+Sipil+(General)&rft.description=Soil+is+a+material+that+serves+as+an+support+for+the+basis+of+a+constuction%2C+be+it+construction+of+buildings%2C+bridges+and+roads.+Each+region+has+different+soil+characteristics+in+other+regions%2C+there+is+high+and+has+a+bearing+capacity+of+those+that+are+low.+To+improve+the+soil+characteristics+that+can+lead+to+low+bearing+capacity%2C+the+necessary+repairs+to+soil+stabilization+methods.+Stabilization+efforts+are+often+undertaken+by+stabilizing+additives.+In+this+research+using+a+chemical+additive+material+that+is+TX-300%2C+which+is+expected+to+improve+the+characteristics+of+the+soil+so+the+soil+is+worthy+of+a+construction+established.%0D%0A%0D%0ASoil+samples+that+tested+in+this+research+is+the+soft+clay+are+derived+from+Rawa+Sragi%2C+East+Lampung.+This+study+used+soil+mixed+with+ash+content+about+0%2C9+ml+with+the+optimum+variation+of+curing+time+used+is+7+days%2C+14+days+and+28+days.+Based+on+the+test+of+physical+properties+of+original+soil%2C+AASHTO+classifies+soil+samples+in+group+A-7+(clay+soil)+and+subgroup+A-7-5%2C+while+the+USCS+classifies+soil+samples+as+fine-grained+soil+and+belonging+to+CH+group.%0D%0A%0D%0AThe+results+of+laboratory+studies+indicate+that+the+stabilization+material+using+TX-300+can+improve+the+physical+and+mechanical+properties+of+soft+clay.+The+soil+that+has+been+stabilized+with+TX+300+has+increased+the+value+of+specific+gravity+and+bearing+capacity+and+it+is+decreased+of+liquid+limit+and+indeks+plastisity+of+soft+clay.+Based+on+the+test+results%2C+this+type+of+clay+is+not+too+good+to+be+used+as+a+ground+subgrade+for+road+construction%2C+because+its+PI%E2%80%99s+value+is+about+%E2%89%A5+10%25+despite+value+of+CBR+is+plenty+high.%0D%0A%0D%0AKey+Words+%3A+TX-300%2C+Soft+Clay%2C+CBR.%0D%0A&rft.publisher=Fakultas+Teknik&rft.date=2013-02-08&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F6792%2F1%2FAbstrak_ENG_RICKY_3.docx&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F6792%2F2%2FAbstrak_INDO_RICKY_2.docx&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F6792%2F3%2FCOVER_RICKY_1.doc&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F6792%2F4%2FLembar_Pengesahan_RICKY_4.docx&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F6792%2F5%2FRIWAYAT_HIDUP_RICKY_5.doc&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F6792%2F6%2FMOTTO_RICKY_6.docx&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F6792%2F7%2FSanwacana_RICKY_7.docx&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F6792%2F8%2FDAFTAR_ISi_RICKY_8.docx&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F6792%2F9%2FDaftar_tabel_RICKY_9.doc&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F6792%2F10%2FDaftar_Gambar_RICKY_10.doc&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F6792%2F11%2FDAFTAR_NOTASI_RICKY_11.doc&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F6792%2F12%2FBAB%25201_RICKY_12.doc&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F6792%2F13%2FBab%2520II_RICKY_13.docx&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F6792%2F14%2FBAB%2520III_RICKY_14.docx&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F6792%2F15%2FBAB%2520IV_Ricky_15.docx&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F6792%2F16%2FBAB%2520V_RICKY_16.docx&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F6792%2F17%2FDAFTAR_PUSTAKA_17.docx&rft.identifier=++A..RICKY+APRINAL+AR%2C+0715011026++(2013)+THE+INFLUENCE+OF+CURING+TIME+ON+THE+BEARING+CAPACITY+OF+SOFT+CLAY+SOIL+STABILIZATION+USING+TX-300.++Fakultas+Teknik%2C+Universitas+Lampung.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F6792%2F