哈尔滨工程大学学报
哈爾濱工程大學學報
합이빈공정대학학보
JOURNAL OF HARBIN ENGINEERING UNIVERSITY
2014年
6期
771-776
,共6页
陈静云%刘佳音%刘云全%周长红
陳靜雲%劉佳音%劉雲全%週長紅
진정운%류가음%류운전%주장홍
沥青路面%加速加载%动态响应%倒装结构%MLS66
瀝青路麵%加速加載%動態響應%倒裝結構%MLS66
력청로면%가속가재%동태향응%도장결구%MLS66
asphalt pavement%accelerated pavement test%dynamic responses%inverted pavement structure%MLS66
为深入了解交通荷载作用下不同沥青路面的行为特征,通过MLS66加速加载设备模拟实际车辆作用,实测了半刚性基层结构与倒装结构路面的3个方向动态响应,研究了正载与偏载时面层与基层底部的应变响应规律。实测应变显示:半刚性路面中基层底部拉应变大于面层。倒装结构面层底部弯拉应变大于半刚性路面,对荷载作用次数更加敏感。倒装结构中最大拉应变出现在面层底部纵向,疲劳开裂首先在横向出现。2种结构的面层应变响应均体现了沥青混合料的黏弹性特征。不同轴载下应变测值表明,考虑超载车辆对路面结构作用时,应选用接地压力作为参数进行计算。基于MLS66的路面结构动力响应研究,为理解不同路面结构的破坏现象提供了帮助。
為深入瞭解交通荷載作用下不同瀝青路麵的行為特徵,通過MLS66加速加載設備模擬實際車輛作用,實測瞭半剛性基層結構與倒裝結構路麵的3箇方嚮動態響應,研究瞭正載與偏載時麵層與基層底部的應變響應規律。實測應變顯示:半剛性路麵中基層底部拉應變大于麵層。倒裝結構麵層底部彎拉應變大于半剛性路麵,對荷載作用次數更加敏感。倒裝結構中最大拉應變齣現在麵層底部縱嚮,疲勞開裂首先在橫嚮齣現。2種結構的麵層應變響應均體現瞭瀝青混閤料的黏彈性特徵。不同軸載下應變測值錶明,攷慮超載車輛對路麵結構作用時,應選用接地壓力作為參數進行計算。基于MLS66的路麵結構動力響應研究,為理解不同路麵結構的破壞現象提供瞭幫助。
위심입료해교통하재작용하불동력청로면적행위특정,통과MLS66가속가재설비모의실제차량작용,실측료반강성기층결구여도장결구로면적3개방향동태향응,연구료정재여편재시면층여기층저부적응변향응규률。실측응변현시:반강성로면중기층저부랍응변대우면층。도장결구면층저부만랍응변대우반강성로면,대하재작용차수경가민감。도장결구중최대랍응변출현재면층저부종향,피로개렬수선재횡향출현。2충결구적면층응변향응균체현료력청혼합료적점탄성특정。불동축재하응변측치표명,고필초재차량대로면결구작용시,응선용접지압력작위삼수진행계산。기우MLS66적로면결구동력향응연구,위리해불동로면결구적파배현상제공료방조。
To understand in depth the behavioral characteristics of different asphalt pavements under traffic loads, the MLS66 accelerated loading facility was used to simulate actual vehicle running. The dynamic responses of semi-rigid pavement and inverted structured pavement in three directions were measured, and the strain responses at the bottom of the surface course and the bottom of the base course to the central load and eccentric load were studied respectively. The measurement showed that the value of the bending strain at the bottom of the base course of the semi-rigid structure was higher than that of the surface course. The inverted structure was more sensitive to the num-ber of loading cycles because the value of the tensile strain in the inverted structure was much higher than that in the semi-rigid structure. The maximum tension strain in the inverted structure appeared on the bottom surface in the longitudinal direction, and fatigue cracking first appeared in the horizontal direction. The strain responses of both structures'surface course show the viscoelastic characteristics of the asphalt mixtures. The strain measurements un-der various loads indicate that the tire-pavement contacting pressure should be the primary estimating parameter when the overloaded vehicles are considered. The study of the dynamic responses of the pavement through the use of MLS66 helps to gain an understanding of the damage mechanisms of the various asphalt pavements.