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废弃轮胎橡胶颗粒混合土无侧限抗压强度试验研究

孔德森 贾腾 王晓敏 张伟伟 吴燕开

中南大学学报(自然科学版)Issue(1):225-231,7.
中南大学学报(自然科学版)Issue(1):225-231,7.DOI:10.11817/j.issn.1672-7207.2016.01.031

废弃轮胎橡胶颗粒混合土无侧限抗压强度试验研究

Test on unconfined compressive strength of lightweight soil mixed with rubber chips of scrap tires

孔德森 1贾腾 2王晓敏 1张伟伟 1吴燕开1

作者信息

  • 1. 山东科技大学 土木工程与建筑学院,山东 青岛,266590
  • 2. 山东科技大学 山东省土木工程防灾减灾重点实验室,山东 青岛,266590
  • 折叠

摘要

Abstract

In order to analyze the engineering characteristics of lightweight soil mixed with rubber chips of scrap tires (RST mixed soil), the unconfined compressive strength tests were carried out. Firstly, physical properties of the ingredient materials in RST mixed soil were studied. Then, the mixture ratio scheme and the preparation method of RST mixed soil samples were designed. Furthermore, influence laws of curing age, rubber-soil ratio, cement-soil ratio and water-soil ratio on the unconfined compressive strength of RST mixed soil samples were studied through unconfined compression tests. The results show that the unconfined compressive strength of RST mixed soil increases with the prolonging of curing age during the curing period of 28 d. When the cement-soil ratio is about 10%, the unconfined compressive strength of RST mixed soil is more sensitive to curing age. In addition, the unconfined compressive strength of RST mixed soil decreases with the increase of rubber-soil ratio, while it increases with the increase of cement-soil ratio. The optimal water-soil ratio of RST mixed soil corresponding to the unconfined compressive strength is about 25%.

关键词

RST混合土/无侧限抗压强度/养护龄期/胶粒土比/灰土比/水土比

Key words

RST mixed soil/unconfined compressive strength/curing age/rubber-soil ratio/cement-soil ratio/water-soil ratio

分类

建筑与水利

引用本文复制引用

孔德森,贾腾,王晓敏,张伟伟,吴燕开..废弃轮胎橡胶颗粒混合土无侧限抗压强度试验研究[J].中南大学学报(自然科学版),2016,(1):225-231,7.

基金项目

国家自然科学基金资助项目(41102166);山东科技大学科研创新团队支持计划项目(2012KYTD104);山东科技大学杰出青年科学基金资助项目(2012KYJQ102)(Project(41102166) supported by the National Natural Science Foundation of China (41102166)

Project (2012KYTD104) supported by the Scientific Research Innovation Team Foundation of Shandong University of Science and Technology (2012KYTD104)

Project(2012KYJQ102) supported by the Distinguished Young Science Foundation of Shandong University of Science and Technology) (2012KYJQ102)

中南大学学报(自然科学版)

OA北大核心CSCDCSTPCD

1672-7207

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