CAJ | 학술논문

开级配沥青稳定碎石排水基层沥青路面结构受力特性与传统半刚性基层沥青路面不同，应用基于多层弹性层状体系理论的 BISAR软件通过改变各个结构层的厚度和模量两个因素，计算得到了路面层底应力、最大剪应力和弯沉等力学指标的变化规律，对确定合理沥青稳定碎石排水基层沥青路面结构具有一定指导意义。
개급배력청은정쇄석배수기층력청로면결구수력특성여전통반강성기층력청로면불동，응용기우다층탄성층상체계이론적 BISAR연건통과개변각개결구층적후도화모량량개인소，계산득도료로면층저응력、최대전응력화만침등역학지표적변화규률，대학정합리력청은정쇄석배수기층력청로면결구구유일정지도의의。
The mechanical characteristics of Asphalt treated permeable base (ATPB )is different from one of the traditional semi-rigid base asphalt pavement.Through the range of pavement thickness and modulus the Pavement stresses,Maximum shear stress and deflection are calculated by BISAR.The change law of mechanical characteristics of ATPB asphalt pavement is obtained in this paper.It can be re-fer to determine the ATPB asphalt pavement structure parameter.