?url_ver=Z39.88-2004&rft_id=1715011030&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=STUDI+ANALISIS+PERKERASAN+SEMI+LENTUR+JALAN%0D%0A(SEMI+FLEXIBLE+PAVEMENT)+AKIBAT+PEMBEBANAN%0D%0ADINAMIS+BERBASIS+FINITE+ELEMENT&rft.creator=RAHMAT+%2C+SUMINTO+&rft.subject=600+Teknologi+(ilmu+terapan)&rft.subject=620+Ilmu+teknik+dan+ilmu+yang+berkaitan&rft.description=%0D%0ASemi+Flexible+Pavement+merupakan+perkerasan+yang+memadukan+kedua+jenis%0D%0Aperkerasan+lentur+dan+perkerasan+kaku.+Seiring+perkembangan+zaman+dan%0D%0Abertambahnya+populasi+yang+berdampak+pada+volume+kepadatan+mobilitas%0D%0Akendaraan+semakin+bertambah.+Akibatnya%2C+kerusakan+jalan+sering+dijumpai+karena%0D%0Aterjadinya+regangan+akibat+pembebanan+dinamis+lalu+lintas.+Analisis+Elemen%0D%0AHingga+(Finite+Elemen+Analysis)+merupakan+pendekatan+numerik+yang+mendekati%0D%0Akeakuratan+struktural.+Tujuan+Penelitian+untuk+menganalisis+regangan+serta%0D%0Amembandingkan+dengan+hasil+eksperimental%2C+menganalisis+ketahanan+deformasi%2C%0D%0Amenentukan+pembebanan+untuk+muatan+sumbu+terberat+(MST)+serta+menghitung%0D%0Ajumlah+kendaraan+maksimum+yang+diperoleh+dari+faktor+nilai+fatigue+cracking%0D%0A(retak+lelah).+Metode+penelitian+dilakukan+dengan+analisis+numerik+menggunakan%0D%0AAbaqus+6.14.+Hasil+penelitian+menunjukan+analisis+perkerasan+semi+lentur+hampir%0D%0Amenyerupai+eksperimental+dengan+persentase+selisih+%3C10%25.+Untuk+ketahanan%0D%0Adeformasi%2C+perkerasan+semi+lentur+memiliki+waktu+yang+lebih+baik+daripada%0D%0Aperkerasan+lentur.+Perkerasan+semi+lentur+dengan+beban+0%2C7+MPa+memiliki%0D%0Aketahanan+terhadap+beban+lalu+lintas+yang+lebih+baik%2C+dengan+nilai+fatigue%0D%0Acracking+sebesar+110.521+ESAL.%0D%0AKata+Kunci%3A+semi+lentur%2C+regangan%2C+deformasi%2C+fatigue+cracking.%0D%0A%0D%0ASemi+Flexible+Pavement+is+a+pavement+that+combines+both+types+of+flexible%0D%0Apavement+and+rigid+pavement.+Along+with+the+times+and+increasing+population%0D%0Awhich+has+an+impact+on+the+volume+of+density+of+vehicle+mobility+is+increasing.+As%0D%0Aa+result%2C+road+damage+is+often+encountered+due+to+strain+due+to+dynamic+traffic%0D%0Aloading.+Finite+Element+Analysis+is+a+numerical+approach+that+approaches%0D%0Astructural+accuracy.+The+research+objectives+were+to+analyze+strain+and+compare%0D%0Awith+experimental+results%2C+analyze+deformation+resistance%2C+determine+the+loading%0D%0Afor+the+heaviest+axle+load+(MST)+and+calculate+the+maximum+number+of+vehicles%0D%0Aobtained+from+the+fatigue+cracking+factor.+The+research+method+was+carried+out%0D%0Aby+numerical+analysis+using+Abaqus+6.14.+The+results+showed+that+the+semiflexible%0D%0Apavement+analysis+almost+resembled+the+experimental+one+with+a%0D%0Apercentage+difference+of+%3C10%25.+For+deformation+resistance%2C+semi-flexible%0D%0Apavement+has+a+better+time+than+flexible+pavement.+Semi-flexible+pavement+with+a%0D%0Aload+of+0.7+MPa+has+better+resistance+to+traffic+loads%2C+with+a+fatigue+cracking%0D%0Avalue+of+110%2C521+ESAL.%0D%0AKeywords%3A+semi+flexible%2C+strain%2C+deformation%2C+fatigue+cracking.&rft.publisher=FAKULTAS+TEKNIK&rft.date=2023-05-03&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F71755%2F1%2FABSTRAK.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F71755%2F2%2FSKRIPSI%2520FULL.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F71755%2F3%2FSKRIPSI%2520TANPA%2520BAB%2520PEMBAHASAN.pdf&rft.identifier=++RAHMAT+%2C+SUMINTO+++(2023)+STUDI+ANALISIS+PERKERASAN+SEMI+LENTUR+JALAN+(SEMI+FLEXIBLE+PAVEMENT)+AKIBAT+PEMBEBANAN+DINAMIS+BERBASIS+FINITE+ELEMENT.++FAKULTAS+TEKNIK%2C+UNIVERSITAS+LAMPUNG.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F71755%2F