岩土力学
巖土力學
암토역학
ROCK AND SOIL MECHANICS
2010年
1期
118-122
,共5页
赵理政%姜洪涛%唐朝生%施斌
趙理政%薑洪濤%唐朝生%施斌
조리정%강홍도%당조생%시빈
超微粒子水泥%软土%水泥土%强度%SEM
超微粒子水泥%軟土%水泥土%彊度%SEM
초미입자수니%연토%수니토%강도%SEM
ALOFIX-MC%soft soil%cement soil%strength%scanning electron microscopy
应用和研发各种固化材料,对软土进行固化和改性,以改善其工程特性是当今国际上研究的热点课题.通过室内试验,研究了一种新型超微粒子水泥材料(ALOFIX-MC,简称MC)加固软土的效果,分析了其加固和改性机制.试验中,MC以0 %、1 %、2 %、3 %、4 %和5 %的掺量分别掺入到水泥掺量15 %和石膏掺量2 %的软土试样中,配制了6组试样.室内无侧限抗压强度试验结果表明,在15 %掺量的普通水泥土中掺入少量MC就可以显著提高软土的强度和稳定性.扫描电镜(SEM)分析表明,MC的胶结填充作用和MC对水泥水化的促进、孔隙的填充以及其本身的表面吸水作用对加固效果有重要影响.研究成果为进一步提高水泥土的工程性质和减少常规水泥土中水泥掺量提供了一条新的途径.
應用和研髮各種固化材料,對軟土進行固化和改性,以改善其工程特性是噹今國際上研究的熱點課題.通過室內試驗,研究瞭一種新型超微粒子水泥材料(ALOFIX-MC,簡稱MC)加固軟土的效果,分析瞭其加固和改性機製.試驗中,MC以0 %、1 %、2 %、3 %、4 %和5 %的摻量分彆摻入到水泥摻量15 %和石膏摻量2 %的軟土試樣中,配製瞭6組試樣.室內無側限抗壓彊度試驗結果錶明,在15 %摻量的普通水泥土中摻入少量MC就可以顯著提高軟土的彊度和穩定性.掃描電鏡(SEM)分析錶明,MC的膠結填充作用和MC對水泥水化的促進、孔隙的填充以及其本身的錶麵吸水作用對加固效果有重要影響.研究成果為進一步提高水泥土的工程性質和減少常規水泥土中水泥摻量提供瞭一條新的途徑.
응용화연발각충고화재료,대연토진행고화화개성,이개선기공정특성시당금국제상연구적열점과제.통과실내시험,연구료일충신형초미입자수니재료(ALOFIX-MC,간칭MC)가고연토적효과,분석료기가고화개성궤제.시험중,MC이0 %、1 %、2 %、3 %、4 %화5 %적참량분별참입도수니참량15 %화석고참량2 %적연토시양중,배제료6조시양.실내무측한항압강도시험결과표명,재15 %참량적보통수니토중참입소량MC취가이현저제고연토적강도화은정성.소묘전경(SEM)분석표명,MC적효결전충작용화MC대수니수화적촉진、공극적전충이급기본신적표면흡수작용대가고효과유중요영향.연구성과위진일보제고수니토적공정성질화감소상규수니토중수니참량제공료일조신적도경.
At present, improving the engineering properties of soft soil by developing and using solidification materials is a worldwide pop topic. A new cement material (ALOFIX-MC) is used to solidify the soft soil; and the mechanism of soil reinforcement is researched based on indoor tests. Different percentages of MC, i.e. 0 %, 1 % , 2 %, 3 %, 4 % and 5 % by weight of cement were randomly put into the soil samples which included 15 % cement content and 2 % gypsum content. Six samples were prepared and subjected to unconfined compressive strength test. The results show that a low MC content can significantly improve the strength and stability of cement soil with 15 % cement content. The microstructural analysis using scanning electron microscopy (SEM) shows that MC can provide new cementations, and MC improves the hydration of cement, pore filling, and water sorption, which contribute to significant improvement on solidification effect. The results have provided a new way for cement soil engineering property improvement and reduction of cement content in conventional cement soil.