北方交通
北方交通
북방교통
NORTHERN COMMUNICATIONS
2012年
12期
27-30
,共4页
沥青稳定碎石%抗压强度%劈裂强度%抗压回弹模量
瀝青穩定碎石%抗壓彊度%劈裂彊度%抗壓迴彈模量
력청은정쇄석%항압강도%벽렬강도%항압회탄모량
Asphalt stabilized macadam%Compressive strength%Splitting strength%Compressive modulus ofresilience
从沥青稳定碎石的级配组成设计出发，通过抗压强度、劈裂强度试验及静态回弹模量试验，研究了沥青稳定碎石的力学性能，并对比分析了最大公称粒径、级配类型及空隙率对沥青稳定碎石力学性能的影响。
從瀝青穩定碎石的級配組成設計齣髮，通過抗壓彊度、劈裂彊度試驗及靜態迴彈模量試驗，研究瞭瀝青穩定碎石的力學性能，併對比分析瞭最大公稱粒徑、級配類型及空隙率對瀝青穩定碎石力學性能的影響。
종력청은정쇄석적급배조성설계출발，통과항압강도、벽렬강도시험급정태회탄모량시험，연구료력청은정쇄석적역학성능，병대비분석료최대공칭립경、급배류형급공극솔대력청은정쇄석역학성능적영향。
Starting from the gradation composition design of asphalt stabilized macadam, research on mechanical property of asphalt stabilized macadam is made through compressive strength test, splitting strength test and test of static modulus of resilience, and influences of the maximum nominal grain size, voidage on mechanical property of asphalt stabilized macadam are compared and analyzed. grading type and
