This studyexplorestheinfluenceofoli

This studyexplorestheinfluenceofolivewasteash(OWA)ontheperformanceofconcreteexposedto
elevatedtemperaturesintherangefrom400to600 1C. Theperformanceofconcretetoelevated
temperaturewasevaluatedusingcompressivestrengthandelectricalchargeofconcrete.ThreeOWA
levels wereusedinthestudy:7%,15%,and22%byweightofcement.Theotherexperimentalparameters
investigatedinthestudywereelevatedtemperature(400and600 1C), aggregatetype(crushedbasalt
and volcanictuff),w/cratio(0.5and0.7),andaircontent(non-airandairentrained).Aftertheinitial
moist curingperiodof90days,concretespecimenswereexposedtoelevatedtemperaturesforaperiod
of 2husinganelectricfurnace.
The studyshowedthattheperformanceofOWAconcretetoelevatedtemperaturesishigherthan
that ofthecontrolconcrete.Additionally,theperformanceofOWAconcretetoelevatedtemperature
increased whentheOWAcontentwasincreased.TheresistanceofOWAconcretecontainingtuff
aggregate toelevatedtemperatureswasobservedhighercomparedtoOWAconcretecontainingbasalt
aggregate. TheOWAconcreteatw/cratioof0.5wasfoundtobemoreresistanttoelevatedtemperatures
than thatofOWAconcreteatw/cratioof0.7.TheperformanceoftheairentrainedOWAconcreteto
elevatedtemperaturewasobservedhighercomparedtothenon-airentrainedOWAconcrete

ผลลัพธ์ (ไทย) 1:

นี้ ontheperformanceofconcreteexposedto studyexplorestheinfluenceofolivewasteash (OWA)elevatedtemperaturesintherangefrom400to600 ค. 1 Theperformanceofconcretetoelevatedtemperaturewasevaluatedusingcompressivestrengthandelectricalchargeofconcrete ThreeOWAระดับ wereusedinthestudy:7%, 15%, and22% byweightofcement Theotherexperimentalparametersinvestigatedinthestudywereelevatedtemperature(400and600 1C), aggregatetype (crushedbasaltและ volcanictuff),w/cratio(0.5and0.7),andaircontent(non-airandairentrained) Aftertheinitialชื้น curingperiodof90days, concretespecimenswereexposedtoelevatedtemperaturesforaperiodของ 2husinganelectricfurnaceStudyshowedthattheperformanceofOWAconcretetoelevatedtemperaturesishigherthan การที่ ofthecontrolconcrete นอกจากนี้ theperformanceofOWAconcretetoelevatedtemperatureเพิ่มขึ้น whentheOWAcontentwasincreased.TheresistanceofOWAconcretecontainingtuffรวม toelevatedtemperatureswasobservedhighercomparedtoOWAconcretecontainingbasaltรวม TheOWAconcreteatw/cratioof0.5wasfoundtobemoreresistanttoelevatedtemperaturesกว่า thatofOWAconcreteatw/cratioof0.7.TheperformanceoftheairentrainedOWAconcretetoelevatedtemperaturewasobservedhighercomparedtothenon-airentrainedOWAconcrete

ผลลัพธ์ (ไทย) 2:

studyexplorestheinfluenceofolivewasteash นี้ (OWA) ontheperformanceofconcreteexposedto
elevatedtemperaturesintherangefrom400to600 1C Theperformanceofconcretetoelevated
temperaturewasevaluatedusingcompressivestrengthandelectricalchargeofconcrete.ThreeOWA
ระดับ wereusedinthestudy: 7%, 15%, and22% byweightofcement.Theotherexperimentalparameters
investigatedinthestudywereelevatedtemperature (400and600 1C) aggregatetype (crushedbasalt
และ volcanictuff) w / cratio (0.5and0.7) andaircontent (Non-airandairentrained) .Aftertheinitial
ชื้น curingperiodof90days, concretespecimenswereexposedtoelevatedtemperaturesforaperiod
ของ 2husinganelectricfurnace.
studyshowedthattheperformanceofOWAconcretetoelevatedtemperaturesishigherthan
ที่ ofthecontrolconcrete.Additionally, theperformanceofOWAconcretetoelevatedtemperature
เพิ่มขึ้น whentheOWAcontentwasincreased.TheresistanceofOWAconcretecontainingtuff
toelevatedtemperatureswasobservedhighercomparedtoOWAconcretecontainingbasalt รวม
รวม TheOWAconcreteatw / cratioof0.5wasfoundtobemoreresistanttoelevatedtemperatures
กว่า thatofOWAconcreteatw / cratioof0.7.TheperformanceoftheairentrainedOWAconcreteto
elevatedtemperaturewasobservedhighercomparedtothenon-airentrainedOWAconcrete

ผลลัพธ์ (ไทย) 3:

นี้ studyexplorestheinfluenceofolivewasteash ( โอว่า ) ontheperformanceofconcreteexposedtotheperformanceofconcretetoelevated elevatedtemperaturesintherangefrom400to600 1C .temperaturewasevaluatedusingcompressivestrengthandelectricalchargeofconcrete.threeowaระดับ wereusedinthestudy : 7% , 15% , and22 % byweightofcement.theotherexperimentalparametersinvestigatedinthestudywereelevatedtemperature ( 400and600 1C ) aggregatetype ( crushedbasaltและ volcanictuff ) W / cratio ( 0.5and0.7 ) andaircontent ( ไม่ aftertheinitial airandairentrained )curingperiodof90days concretespecimenswereexposedtoelevatedtemperaturesforaperiod ชุ่มชื้นของ 2husinganelectricfurnace .การ studyshowedthattheperformanceofowaconcretetoelevatedtemperaturesishigherthanที่ ofthecontrolconcrete นอกจากนี้ theperformanceofowaconcretetoelevatedtemperaturewhentheowacontentwasincreased.theresistanceofowaconcretecontainingtuff เพิ่มขึ้นรวม toelevatedtemperatureswasobservedhighercomparedtoowaconcretecontainingbasaltรวม . theowaconcreteatw / cratioof0.5wasfoundtobemoreresistanttoelevatedtemperaturesกว่า thatofowaconcreteatw / cratioof0.7.theperformanceoftheairentrainedowaconcretetoelevatedtemperaturewasobservedhighercomparedtothenon airentrainedowaconcrete