首页|循环荷载下软基土工格室加筋再生沥青路面基层性能研究

循环荷载下软基土工格室加筋再生沥青路面基层性能研究

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为验证土工格室加筋再生沥青路面(RAP)基底的性能及其优势,在循环荷载下对土工格室加筋RAP基础的薄弱基层进行试验研究.对厚度0.30 m未加筋路段和厚度分别为0.15、0.23、0.30m的加筋土工格室路段,监测基底和路基界面处的表面变形、垂直应力以及土工格室的应变.结果表明:土工格室加筋RAP基础具有更小的永久变形,界面处的垂直应力明显减小;与未加筋截面相比,在75mm的永久变形下,土工格室0.15、0.23、0.30 m加筋RAP基础截面的寿命分别提高了 6.4、3.6、19.4倍.
Study on Performance of Soft Foundation Geocell Reinforced Recycled Asphalt Pavement Base under Cyclic Load
In order to verify the performance and advantages of geocell reinforced recycled asphalt pavement(RAP)base,the weak base of geocell reinforced RAP foundation was studied under cyclic load.The surface deformation,vertical stress and strain of the geocell at the interface between the base and the subgrade were monitored on unreinforced section with a thickness of 0.30 m and a reinforced geocell section with a thickness of 0.15,0.23,0.30 m.The results show that the geocell reinforced RAP foundation has less permanent deformation and the vertical stress at the interface is obviously reduced.Compared with the unreinforced section,the life of the 0.15,0.23,0.30 m reinforced RAP base section of the geocell is increased by 6.4,3.6,19.4 times respectively under the permanent deformation of 75 mm.

reinforced RAP basegeocellcyclic loadasphalt pavementservice lifesoft foundation

田海宁、杨杰

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中国公路工程咨询集团有限公司,北京 110000

公路工程咨询集团有限公司,北京 110000

加筋RAP基底 土工格室 循环荷载 沥青路面 使用寿命 软弱地基

2024

路基工程
中铁二局集团有限公司,西南交通大学,中铁二院工程集团有限责任公司

路基工程

影响因子:0.36
ISSN:1003-8825
年,卷(期):2024.(2)
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