东南大学学报(自然科学版)
東南大學學報(自然科學版)
동남대학학보(자연과학판)
JOURNAL OF SOUTHEAST UNIVERSITY
2014年
1期
183-187
,共5页
道路工程%表面自由能%接触角法%黏附功%剥落功
道路工程%錶麵自由能%接觸角法%黏附功%剝落功
도로공정%표면자유능%접촉각법%점부공%박락공
road engineering%surface energy%contact angle method%adhesion%exfoliated work
基于表面自由能理论,采用接触角法测定2种沥青与4种集料的表面自由能参数,分别计算出各种沥青集料体系的粘附功和剥落功,以表征沥青集料体系的粘附性优劣;并采用冻融劈裂试验进行验证。结果表明:石灰岩集料与S K70改性沥青的粘附功最大,剥落功最小;花岗岩集料与SK基质沥青的粘附功最小,剥落功最大。此外,剥落功表征的沥青集料体系的粘附性能与冻融劈裂试验表征的粘附性能基本一致;且沥青集料体系的剥落功更能直观地定量评价沥青集料体系的粘附性能。
基于錶麵自由能理論,採用接觸角法測定2種瀝青與4種集料的錶麵自由能參數,分彆計算齣各種瀝青集料體繫的粘附功和剝落功,以錶徵瀝青集料體繫的粘附性優劣;併採用凍融劈裂試驗進行驗證。結果錶明:石灰巖集料與S K70改性瀝青的粘附功最大,剝落功最小;花崗巖集料與SK基質瀝青的粘附功最小,剝落功最大。此外,剝落功錶徵的瀝青集料體繫的粘附性能與凍融劈裂試驗錶徵的粘附性能基本一緻;且瀝青集料體繫的剝落功更能直觀地定量評價瀝青集料體繫的粘附性能。
기우표면자유능이론,채용접촉각법측정2충력청여4충집료적표면자유능삼수,분별계산출각충력청집료체계적점부공화박락공,이표정력청집료체계적점부성우렬;병채용동융벽렬시험진행험증。결과표명:석회암집료여S K70개성력청적점부공최대,박락공최소;화강암집료여SK기질력청적점부공최소,박락공최대。차외,박락공표정적력청집료체계적점부성능여동융벽렬시험표정적점부성능기본일치;차력청집료체계적박락공경능직관지정량평개력청집료체계적점부성능。
Based on the surface energy theory,surface energy parameters of two kinds of asphalt and four kinds of aggregate were obtained by a static contact angle method,and the adhesive work and the exfoliated work of different asphalt-aggregate systems were calculated to determine whether the adhesion between different asphalt-aggregate systems was good or not.Meanwhile,a freeze-thaw splitting test was used for verification.The results suggest that in a modified asphalt-limestone sys-tem,it has the highest value of adhesive work and the lowest exfoliated work.As for the asphalt-granite system,the results are the opposite compared to the asphalt-limestone system.In addition, the adhesion between different asphalt-aggregate systems characterized by the exfoliated work is con-sistent with the results of the freeze-thaw splitting test;therefore,exfoliated work can characterize the adhesion between different asphalt-aggregate systems more intuitively and quantitatively.