山东建筑大学学报
山東建築大學學報
산동건축대학학보
JOURNAL OF SHANDONG JIANZHU UNIVERSITY
2015年
2期
129-134
,共6页
朱树青%任瑞波%梁国彦
硃樹青%任瑞波%樑國彥
주수청%임서파%량국언
水泥%泡沫沥青%冷再生混合料%劈裂强度
水泥%泡沫瀝青%冷再生混閤料%劈裂彊度
수니%포말력청%랭재생혼합료%벽렬강도
cement%foamed asphalt%cold recycled mixtures%tensile splitting strength
水泥作为常用的活性添加剂对泡沫沥青冷再生混合料有着重要的作用,水泥的用量会直接影响泡沫沥青冷再生混合料的性能。文章通过室内试验设计了含有不同剂量水泥的泡沫沥青冷再生混合料,并对混合料进行劈裂、车辙和低温弯曲试验,评价水泥对泡沫沥青冷再生混合料的影响。结果表明:水泥和沥青在泡沫沥青混合料中共同发挥胶结料作用,水泥剂量超过1.0%时,水泥形成的胶结强度大于沥青形成的胶结强度;水泥剂量为1.0%~1.5%时,泡沫沥青冷再生混合料泡沫沥青冷再生混合料整体性能较优,满足作为路面基层或中下面层的使用要求;水泥剂量大于2%时,混合料低温性能降低。
水泥作為常用的活性添加劑對泡沫瀝青冷再生混閤料有著重要的作用,水泥的用量會直接影響泡沫瀝青冷再生混閤料的性能。文章通過室內試驗設計瞭含有不同劑量水泥的泡沫瀝青冷再生混閤料,併對混閤料進行劈裂、車轍和低溫彎麯試驗,評價水泥對泡沫瀝青冷再生混閤料的影響。結果錶明:水泥和瀝青在泡沫瀝青混閤料中共同髮揮膠結料作用,水泥劑量超過1.0%時,水泥形成的膠結彊度大于瀝青形成的膠結彊度;水泥劑量為1.0%~1.5%時,泡沫瀝青冷再生混閤料泡沫瀝青冷再生混閤料整體性能較優,滿足作為路麵基層或中下麵層的使用要求;水泥劑量大于2%時,混閤料低溫性能降低。
수니작위상용적활성첨가제대포말력청랭재생혼합료유착중요적작용,수니적용량회직접영향포말력청랭재생혼합료적성능。문장통과실내시험설계료함유불동제량수니적포말력청랭재생혼합료,병대혼합료진행벽렬、차철화저온만곡시험,평개수니대포말력청랭재생혼합료적영향。결과표명:수니화력청재포말력청혼합료중공동발휘효결료작용,수니제량초과1.0%시,수니형성적효결강도대우력청형성적효결강도;수니제량위1.0%~1.5%시,포말력청랭재생혼합료포말력청랭재생혼합료정체성능교우,만족작위로면기층혹중하면층적사용요구;수니제량대우2%시,혼합료저온성능강저。
It is of great importance to explore the influence of cement on foamed asphalt cold recycled mixture for applying foamed asphalt cold recycled mixture in engineering. Effect evaluation of cement on foamed asphalt cold recycled mixtures was investigated in this paper. Foamed asphalt cold recycled mixtures were designed with cement or not and pavement performance tests were carried. Tests results show that cement and asphalt play roles of binders for foamed asphalt cold recycled mixtures and the bonding strength of cement is greater than that of asphalt when cement dosage is more than 1 . 0%. Foamed asphalt cold recycled mixtures has a better overall performance with cement controlled between 1 . 0% and 1 . 5% and the low temperature crack resistance of foamed asphalt cold recycled mixtures reduce with more than 2% cement.