Experimental Study on Dynamic Resilient Modulus of Lime-Treated Expansive Soil
文献类型：期刊论文
| 作者 | Lu, Zheng3,4; Zhao, Yang2,4; Xian, Shaohua1; Yao, Hailin4 |
| 刊名 | ADVANCES IN MATERIALS SCIENCE AND ENGINEERING
 |
| 出版日期 | 2020-01-27 |
| 卷号 | 2020页码:10 |
| ISSN号 | 1687-8434 |
| DOI | 10.1155/2020/3272681 |
| 英文摘要 | Dynamic resilient modulus is the design index of highway subgrade design code in China, which is significantly affected by the traffic loads and environmental changes. In this study, dynamic triaxial tests were conducted to investigate the influence of moisture content, compaction degree, cyclic deviator stress, and confining pressure on lime-treated expansive soil. The suitability of UT-Austin model to lime-treated expansive soils was verified. The results indicate that the dynamic resilient modulus of lime-treated expansive soils increases nonlinearly with the increase of compaction degree, while decreases nonlinearly with the increase of dynamic stress level. The dynamic resilient modulus decreases linearly with the increase of moisture content and increases linearly with the increase of confining pressure. Moreover, the moisture content has a more significant effect on the dynamic resilient modulus of lime-treated expansive soil. Therefore, it is necessary to ensure the stability of soil humidity state and its excellent mechanical properties under long-term cyclic loading for the course of subgrade filling and service. Finally, the calculated results of the UT-Austin model for dynamic resilient modulus show a good agreement with the test results. |
| 资助项目 | Outstanding Youth Foundation of Hubei Province[2017CFA056] ; National Natural Science Foundation of China[41672312] ; National Natural Science Foundation of China[41972294] |
| WOS研究方向 | Materials Science |
| 语种 | 英语 |
| WOS记录号 | WOS:000514646100001 |
| 出版者 | HINDAWI LTD |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/23672]  |
| 专题 | 中科院武汉岩土力学所 |
| 通讯作者 | Zhao, Yang |
| 作者单位 | 1.Wuhan Municipal Engn Design & Res Inst Co Ltd, Wuhan 430023, Peoples R China 2.Univ Chinese Acad Sci, Beijing 100049, Peoples R China 3.Hubei Key Lab Geoenvironm Engn, Wuhan 430071, Peoples R China 4.Chinese Acad Sci, State Key Lab Geomech & Geotech Engn, Inst Rock & Soil Mech, Wuhan 430071, Peoples R China |
| 推荐引用方式 GB/T 7714 | Lu, Zheng,Zhao, Yang,Xian, Shaohua,et al. Experimental Study on Dynamic Resilient Modulus of Lime-Treated Expansive Soil[J]. ADVANCES IN MATERIALS SCIENCE AND ENGINEERING,2020,2020:10. |
| APA | Lu, Zheng,Zhao, Yang,Xian, Shaohua,&Yao, Hailin.(2020).Experimental Study on Dynamic Resilient Modulus of Lime-Treated Expansive Soil.ADVANCES IN MATERIALS SCIENCE AND ENGINEERING,2020,10. |
| MLA | Lu, Zheng,et al."Experimental Study on Dynamic Resilient Modulus of Lime-Treated Expansive Soil".ADVANCES IN MATERIALS SCIENCE AND ENGINEERING 2020(2020):10. |
入库方式： OAI收割
来源：武汉岩土力学研究所
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