<> "The repository administrator has not yet configured an RDF license."^^ . <> . . . "PEMANFAATAN GEOPOLIMER BERBAHAN FLY ASH UNTUK \r\nSTABILISASI TANAH DAN DAMPAKNYA TERHADAP NILAI \r\nKUAT TEKAN BEBAS"^^ . "In building a road, the subgrade is a very important part, because the subgrade will support all traffic loads or construction loads from above. The subgrade layer as a \r\nroad foundation is very important in pavement construction, because it has the function of supporting the lower foundation layer, upper foundation layer, surface layer, and vehicle loads. The aim of this research is to determine the classification and physical properties of the soil as well as the effect of adding fly ash-based geopelimer as a soil stabilization additive on the unconfined compressive strength value. To determine the value of unconfined compressive strength, previously the soil characteristics were tested and the unconfined compressive strength was tested using an Unconfined Compression Tester (UCT). The test object used was a soil sample which was added with geopolymer made from fly ash as raw material and alkali \r\nactivator (NaOh and Na2SiO3) with 10M NaOH and a solution ratio of 2.0 (Na2SiO3 to NaOH), for fly ash variations of 20% and S/L variations. (fly ash to alkali activator) of 1/1, 1/1.5, and 1/2. The test specimens were cured for 0, 7, 14 and 28 \r\ndays. Judging from the research that has been carried out, the results show that the soil is included in the OH soil classification (organic clay with medium to high plasticity) with a plasticity index value of 18.24%. The effect of fly ash-based geopolymer on the plastic index value is the decrease in the IP value when adding alkali activator, the IP value in variation B (Soil 80%, FA 20%, S/L 1/1) by 11.74%, variation C (Soil 80 %, FA 20%, S/L 1/1.5) of 10.89% and variation D (Soil 80%, FA 20%, S/L 1/2) of 9.4%. In the unconfined compressive strength test, the influence of fly ash-based geopolymer can increase the unconfined compressive strength value at a curing time of 28 days with a qu value of 11.936 kg/cm2 for variation D (Soil 80%, FA 20%, S/L 1/2), 6,463 kg/cm2 for variation C (Soil 80%, FA 20%, S/L 1/1.5) and \r\nvariation B (Soil 80%, FA 20%, S/L 1/1) of 2,850 kg/cm2 compared to Variation A (Native Soil) of 1,273 kg/cm2."^^ . "2024-02-17" . . . . . . . . . . . . "Fakultas Teknik Universitas Sultan Ageng Tirtayasa"^^ . . . "Teknik Sipil, Fakultas Teknik Universitas Sultan Ageng Tirtayasa"^^ . . . . . . . . . . . "Rama Indera"^^ . "Kusuma"^^ . "Rama Indera Kusuma"^^ . . "Woelandari"^^ . "Fathonah"^^ . "Woelandari Fathonah"^^ . . "Shifa Nur"^^ . "Fitriyani"^^ . "Shifa Nur Fitriyani"^^ . . . . . . "PEMANFAATAN GEOPOLIMER BERBAHAN FLY ASH UNTUK \r\nSTABILISASI TANAH DAN DAMPAKNYA TERHADAP NILAI \r\nKUAT TEKAN BEBAS (Text)"^^ . . . "PEMANFAATAN GEOPOLIMER BERBAHAN FLY ASH UNTUK \r\nSTABILISASI TANAH DAN DAMPAKNYA TERHADAP NILAI \r\nKUAT TEKAN BEBAS (Text)"^^ . . . "PEMANFAATAN GEOPOLIMER BERBAHAN FLY ASH UNTUK \r\nSTABILISASI TANAH DAN DAMPAKNYA TERHADAP NILAI \r\nKUAT TEKAN BEBAS (Text)"^^ . . . "PEMANFAATAN GEOPOLIMER BERBAHAN FLY ASH UNTUK \r\nSTABILISASI TANAH DAN DAMPAKNYA TERHADAP NILAI \r\nKUAT TEKAN BEBAS (Text)"^^ . . . "PEMANFAATAN GEOPOLIMER BERBAHAN FLY ASH UNTUK \r\nSTABILISASI TANAH DAN DAMPAKNYA TERHADAP NILAI \r\nKUAT TEKAN BEBAS (Text)"^^ . . . "PEMANFAATAN GEOPOLIMER BERBAHAN FLY ASH UNTUK \r\nSTABILISASI TANAH DAN DAMPAKNYA TERHADAP NILAI \r\nKUAT TEKAN BEBAS (Text)"^^ . . . 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