heavy moment placed 300 university 229 ioannou INTRODUCTION dec studi achieve word 284 thu effort economical npracetakyangberkelanjutan addition propertie understanding graduate many 120 2002 640 789 102 stiffnes tabel8 minute length throughout stres higher trace percentage increase aggregate strengthmaximum test environmentally 2022 los ukkas1 tensile use www 001 developing guideline along pengembanganmaterialuntukperkerasanblokbeto gencel cros degree plat dan 200 moussalebloubaa inertia coefficient standard parabolic CEMENT mortar provide average 210 author frequently of20 solid concrete split formula needed two 568 able strength half related using threaten 889 school of36 634 000 finish obtained relationship C496M summarize sample effectivenes accept pace will equation onself availability menujupromosipemanfaatanvolumetinggidalammengembangkanbetonberkelanjutan parsial sebagai there approximate especially location enchen splitting 165 675 organic small 420 208 volume93 crumble look OF direct ruchiyat chancellor five 1345 supporting identifie compacting 614 highest also oxide parameter wisnumurti3 PLT south per ability therefore weaknesse page reinforced deformation correlation 2015 regression volume79 waste cao obtain nov given procedure sipil element mm2 879 value lowest dankinerjadayatahanbetonbertulangyangmengandungflyash compression 2018 road difficult ABSTRACT plate time experimen sustainable phosphoru reaction measuring oktober2016 15september final damage elasticity purpose K2O qualification start occupant coal affect untukrumahmurahpracetak divided mixing similar tie form out only review journalofcleanerproduction combustion geometry CONCLUSION entire bekir 147 response doctoral 9253 capacity MATERIALS 459kg basic MATERIAL 616 dalam reflect occur compressive 7656 099 coarse trial technology specimen decrease utilization pengganti house greatest shen without result ekivalenuntukstrukturpelatfleksibel daur pavement behave according natarajan development 982 gradation tool interaction konstruksi 185 599 ASH 491 examining ash calculated 105 sifat PRECAST position mgo procedia itself pendayagunaan program explain 37fb broad area REFERENCES replicate R2 above beam bearing object crack equivalent averagesof 481 total na2o TST experimentally magnesium perilaku 244 all 949 jurnaluniversitagajahmada journal additive 559 structural acknowledgment ground gravity ha chousidi 145 one required health 583 bharathimurugan relatively pressed figure used considered example mekanik enrichment mechanical specific procediaengineering 679 varie volume3 performa quality generally kinerja because of15 ilker influenced harychristady burden science setiawati maintenance semnastek contaminating deflection 410 produce such issue talhajunaida must linear forming 548kg C496 tahananretaksusuttertahanselfcompactingconcrete rigid mix maximum sludge modulu grain showed precast it halaman1338 product formulated infrastructure than 549 partial meningkatkan measured concept shock equal boef 534 150 sio2 stage sieve prestressed slab strain casting halaman546 porosity before jurnaltekniklalulintasdantransportasi topcu chemical project study self 2847 RESULT several supplement turhan material sulfur innovation give selecting IJLTEM made com slitting human support elastic include calculation condition keyword loading 100 fulfill subgrade concluded 256 national planned flexible generalobtained thank job tested measurement politeknik ASTM al2o3 water characteristic due untuk foundation analysi toward bisri2 analytical physical imam rekayasa 235 structure rupture DISCUSSION 2016 bangunan 199kg environmental bahan 494 their 127kg controlling 2012 edisibahasainggri jurnal linearly polynomial 595 562 environment evaluate concentration longer agregat examined building loose applying bandung ijltem directly may pemanfaatan STRENGTHENING optimum cementmeasure latest director 150menit tinggi yahyac minimum other hanafi of10 012 497 beton increasing previou referring 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