Effect of microstructure properties on of dynamic residual deformation behavior of saturated loess | |
Wang, Qian; Wang, Ping; Wang, Jun; Zhong, Xiu-Mei; Ma, Hai-Ping; Feng, Min-Jie | |
刊名 | 岩土工程学报 |
2015-07-01 | |
卷号 | 37页码:143-147 |
关键词 | Sediments Cementing (shafts) Deformation Dynamics Elastoplasticity Liquefaction Microstructure Plasticity Soil liquefaction Soil testing Structural properties Deformation behavior Development mechanisms Dynamic triaxial tests Liquefaction strength Loess Micro-structural properties Microstructure properties Residual deformation |
ISSN号 | 1000-4548 |
DOI | 10.11779/CJGE2015S2028 |
文献子类 | Article |
英文摘要 | Based on the SEM tests and dynamic triaxial tests on the loess with different microstructures from the Loess Plateau region and the liquefaction tests on undisturbed and disturbed Lanzhou loess with the same property state, the influence rules of structural properties of saturated loess on liquefaction strength are obtained. The relationship between microstructural types and the dynamic residual deformation behavior of saturated loess are qualitatively and quantitatively analyzed. Moreover, the development mechanisms of the dynamic residual deformation of the loess with different microstructures are obtained through analysis of the dynamic stress-dynamic residual strain of the loess in different regions. The results show that the liquefaction strength of saturated loess relates to the micro structure. The liquefaction strength of the soil decreases during the disturbed process because the particle reorganization and the cementation are weakened. The dynamic residual deformation of the saturated loess exponentially increases with the increase of vibration times, and the fitting parameters are mainly controlled by the density and plasticity index of the loess. The increase of dynamic residual deformation closely relates to the microstructural properties, the higher the structural strength, the slower growth the dynamic residual deformation of the loess. The development mechanisms of dynamic residual deformation are different for the loess with different microstructural properties. The dynamic residual deformation of weak cementation loess can be divided into visco-elastoplastic and plastic stages. However, the dynamic residual deformation of stronger cemented loess can be divided into visco-elastoplastic, visco-plasticity and plastic stages successively during liquefaction. ©, 2015, Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering. All right reserved. |
学科主题 | Mechanical Properties ; Test Equipment And Methods ; Soils And Soil Mechanics ; Mines And Quarry Equipment And Operations ; Chemical Operations ; Mechanics ; Materials Science |
出版地 | NANJING |
语种 | 中文 |
内容类型 | 期刊论文 |
源URL | [http://ir.lzu.edu.cn/handle/262010/182435] |
专题 | 土木工程与力学学院_期刊论文 |
推荐引用方式 GB/T 7714 | Wang, Qian,Wang, Ping,Wang, Jun,et al. Effect of microstructure properties on of dynamic residual deformation behavior of saturated loess[J]. 岩土工程学报,2015,37:143-147. |
APA | Wang, Qian,Wang, Ping,Wang, Jun,Zhong, Xiu-Mei,Ma, Hai-Ping,&Feng, Min-Jie.(2015).Effect of microstructure properties on of dynamic residual deformation behavior of saturated loess.岩土工程学报,37,143-147. |
MLA | Wang, Qian,et al."Effect of microstructure properties on of dynamic residual deformation behavior of saturated loess".岩土工程学报 37(2015):143-147. |
个性服务 |
查看访问统计 |
相关权益政策 |
暂无数据 |
收藏/分享 |
除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。
修改评论