contain called A0 applied organic perform sulfate muslim asad4 palmoil limit shown tended doctoral lignin harychristady OH group manner optimum APA stable bitumen namely reduced hydrogel utilization consolidation predetermined aim tailing more 423 consequently 450 affect 0985 purpose include improvement 1883 REFERENCES maximum lignocellulosic code ASTM1989 piston hydroxide 1017 partially take jakarta analysi wa 2018 behavior A3 program showed 116 ion magnesium matter atterberg research remainder ABSTRACT juli2009 behind diameter certain asses plastic used crushed relationship 281 512 proctor universita 2394 APAS iron bioga sago graph resulting indonesia PL malang defractometry carry 117 specimen D854 jurnaluniversitagajahmada impermeable 1803 jurnalilmiahpenalarandanpenelitianmahasiswa figure engineering produce achieve 322 eberemu stone nov preparation occur follow alumina swelling tanah low processing there bowle rahman source experienced moisture new pemanfaatanlimbahsagumenjadi thereby sulawesi graduate road part pore paulcoxii use hanafi pangkajene elevitch good andlime state some design environment thinner 330 ore inter 2166 high grained 771 force 052 highcalciumfly drainage rock hardiyatmo highway pozzolanic specific highly out must filling optimally result 951 etim technical including tested original cementitiou above especially METHODS 588 1989 particle AASHTO fly pavement stockpiled 3992 tunnel cause itself chosen A4 hawai fauzi mixed 064 shear arise 0954 generally size 1991 metodahitunganlendutanpelatdenganmenggunakanmodulusreaksitanahdasare gravity 1297 crude shrink number ha association 701 unconfined estimating each yasermohammadinosoudy value pulp page mukti1 content tensile significant development issue carrying studied effective excavated possible traffic change natural reacted together decreasing than carbon cm3 oxygen table semen malaysia evaluation obtaining reducing concluded working 604 cavity vitiense 115 rector globally however higher school indexe 491 williamatherton handling capacity when american stres planning 200 grined munawir rest using clay CONCLUSION starch additional soil related way difficult 1244 february burnt make stabilisation mechanical structure agricultural expand 128 479 ash sieve unified author california 039 aluminum science caused obtained tree determine ray decrease average pozzolan 277 INTRODUCTION village highest 984 cement penetrate density contributepreventing safely consisted usingbinaryblending glue lot fat hassnenjafer reaction universiti calcium void kaimudin shrinkage holualoa 165 later among bearing bark being burning layer 002 compaction while 0414 edwardl very al2o3 such mekanika matrix characterization rahmadani silicon south rise year hoped 536 9472 liquid thicker 2003 required 802 bad 507 0638 cohesive addition overcome 2022 stabilized examination load UCT consistency increased bagasse island added volume useful their expected sample adding ramah feliciteruddock rich form IJLTEM denser XRD indicator production under 485 cementation indicate north physical greater problem without similar modarre test sodium tend dreg slow decreased 9266 lowering due following increasing moderate pressure same optimal negative withstand effect joseph thu only several cellulose 060 1892 9192 regency dalame traditional surface kiat pas field palm muslimindonesia resistance mak amorphou categorized meet collected pure 109 DISCUSSION filler smaller nazmi mainly aggregate shape give 969 calcification 336 water CBR moncongloemaro protein based cohesion isolated variation greatly waste specification 2006 around effectively strain characteristic treated A5 pressed moncongloe mineral 967 thicknes compacted annually show subgrade place study osinubi 2019 stabilizing one oxide 9644 lime MATERIALS classified asphalt sifat previously occurring 881 warburgii frictional presence makassar utilizationwaste improve dam absorption sagoash strong associated better classification keyword silica material coal before level 413 taken absorbed combined sensitivity plasticity accept 9760 stability dioxide burned containing A1 because bind alkali often lasting well fe2o3 963 configuration media ad3 absorb small environmental geotechnic kivalenuntukstrukturpelatfleksibel fiber cm2 soft replacing provided degree putra international influence latest building extractive mixture disturbed agglomeration resource rice axial LL become chemically ijltem pacific mixing testing according metroxylonamicarum 1312 USCS residue monowersadique chemical sifatfisisdangeotekni stabilizer project also strength propertie identify increase surrounded transportation proces construction 288 come comparison help 000 site therefore type coarse potential utilized cao laboratory it necessary standard UMI RESULT capillary compound jauhari 058 harder stabilization forming www silicate sio2 XRF brawijaya reason sebagaisumberenergialternatifdan admixture 450o hakim2 direct substance A2 conventional beforehand physically krishna 511 product groundwater method 4318 disposed 698 compressive administration maro compression amir check erlangga other tonasa found had fuelash official 241 substrate permeability energy entreprise faculty defined 878 CH gradation paramater 596 sagu materialasstabilizeronkuantanclayeysoilstabilization na2o ydry between 681 different done larger fluorescence thank cylindrical fact long sampling 2472 equipment impact SO3 ASTM property composition 2017 2015 thing carboxymethyl penetration weathering attributed management grain occurred ability clas 627 black fill effectivenes element contained ashe weight carried consist fine gravel 691 reduce indication into system wopt 147 2013 recycled sand abundant technology after then salomonense 0818 changing micron two react dry quality cotton free dec effort silt will 672 cavitie examined abdul ratio acknowledgement existing loose culture present PI collapse minimum percentage utilize performed originating formation pandian coming mcclatchey luwu 3136 les agent granule requirement index covering add initial temporary journal measured included continuously variou director located husk dispersive considered stated com lowest combustion experiment procediaeng additive lingkungan total seen undisturbed condition mgo permanent term