检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
作 者:杨彦海[1] 陈冠良 杨野[1,2] 宋涵宇 徐维哲 YANG Yanhai;CHEN Guanliang;YANG Ye;SONG Hanyu;XU Weizhe(School of Transportation and Geomatics Engineering,Shenyang Jianzhu University,Shenyang,China,110168;College of Transportation Engineering,Dalian Maritime University,Dalian,China,116026;Hangzhou New Oriental Training School,Hangzhou,China,310000)
机构地区:[1]沈阳建筑大学交通与测绘工程学院,辽宁沈阳110168 [2]大连海事大学交通运输工程学院,辽宁大连116026 [3]杭州新东方进修学校,浙江杭州310000
出 处:《沈阳建筑大学学报(自然科学版)》2022年第6期1029-1037,共9页Journal of Shenyang Jianzhu University:Natural Science
基 金:国家自然科学基金青年基金项目(51908378);辽宁省特聘教授项目(TPJS2017003);辽宁省交通科技重点项目(202013)。
摘 要:目的研究不同试件尺寸对沥青混合料试件抗拉性能及冻融劈裂抗拉强度比的影响规律,测量路面非标准芯样力学性能。方法采用AC-13、AC-16两种级配类型、设计不同高度的试件进行常温劈裂及冻融劈裂试验,并现场钻取路面芯样进行试验,验证尺寸效应系数公式的准确性。结果当试件高为30~63.5 mm时,不同级配试件抗拉强度与冻融劈裂抗拉强度比均随着高度的增大而增大;空隙率对不同高度试件抗拉强度平均值影响较小;抗拉强度与冻融劈裂抗拉强度比尺寸效应系数均随着高度增大而减小;路面钻取芯样试验结果转换后数值离散型较小。结论沥青混合料试件具有尺寸效应,笔者提出了尺寸效应系数转换公式,并验证了小尺寸试件进行抗拉性能检测的可靠性,可以实现标准试件与非标准试件之间的强度转换。In order to accurately measure the mechanical properties of pavement non-standard core samples,the effects of different test specimen sizes on the tensile properties of asphalt mixture and the tensile strength ratio of freeze-thaw splitting were studied.This paper uses AC-13,AC-16 two gradation types,design different height of test specimens for normal temperature cracking and freeze-thaw cracking tests,and on-site drilling core samples for testing and verify the accuracy of the size effect coefficient formula.The results show that,when the height of the specimens is between 30 mm and 63.5 mm,the ratio of tensile strength to freeze-thaw splitting tensile strength of the specimens with different levels of mixture increases with the increase of height;The void fraction has little effect on the average tensile strength of specimens with different heights;Both the effect coefficient and the freeze-thaw splitting tensile strength ratio size effect coefficient decrease with increasing height;The sample test results of road drilling have a smaller discrete value after conversion.It is proved that the asphalt mixture specimen has a size effect,and the reliability of the tensile performance test using a small specimen is verified,and the strength conversion between the standard specimen and the non-standard specimen is realized.
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:18.191.240.94