中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
On the relationship between soil strength and wave velocities of sandy loess subjected to freeze-thaw cycling

文献类型:期刊论文

作者Liu, Xin1; Qin, Hui1; Lan, Hengxing1,2
刊名SOIL DYNAMICS AND EARTHQUAKE ENGINEERING
出版日期2020-09-01
卷号136页码:6
关键词Freeze-thaw cycling Loess Unconfined compressive strength Wave velocity
ISSN号0267-7261
DOI10.1016/j.soildyn.2020.106216
通讯作者Liu, Xin(xliu67@chd.edu.cn)
英文摘要The impact of freeze-thaw cycling on freshly exposed loess is a major concern in design and construction of embankments or earth dams in the Loess Plateau in China. Due to complex nature of loess as compared with the conventional soils such as sand or clay, characterizing the strength of loess to account for this impact is challenging, in particular in the field conditions. In previous research a systematic approach in this regard is still lacking. This paper presents an investigation into the problem through well-controlled experiments using a pair of bender/extender elements. The shear wave (S-wave) velocities and the compression wave (P-wave) velocities were both measured on loess specimens subjected to freeze-thaw cycling. Under otherwise similar conditions, the unconfined compression tests were carried out to evaluate the soil strength of original loess and those with different fractions of add-in quartz sands. Several influence factors including the numbers of freeze and thaw cycles, the sand content and the water content were analyzed in a collective manner to characterize the changes of the unconfined compressive strength (UCS) of loess and the associated wave velocities. It was found that as the number of freeze-thaw cycles increases, the wave velocities of loess decrease. A clear difference in the magnitude of wave velocity was observed in the original loess samples due to the freeze-thaw cycling, whereas the discrepancies were less evident for the loess with higher sand contents. Based on the test results, exponential relationships were established respectively for the S wave and P wave velocities against the UCS values of the tested materials. Discussions were highlighted on whether the wave velocity can be used as an indicator to evaluate the UCS value of loess.
WOS关键词STRAIN SHEAR MODULUS ; MICROSTRUCTURE ; CYCLES
资助项目National Natural Science Foundation of China, China[41807226] ; National Natural Science Foundation of China, China[41927806] ; National Natural Science Foundation of China, China[41790443] ; National Natural Science Foundation of China, China[41941019] ; Fundamental Research Funds for the Central Universities through Chang'an University, China[300102260201] ; National Training Program of Innovation and Entrepreneurship for Undergraduates through Chang'an University, China[S201910710179] ; 111 Center, program of the Ministry of Education of China, China[B18046]
WOS研究方向Engineering ; Geology
语种英语
WOS记录号WOS:000551483900038
出版者ELSEVIER SCI LTD
资助机构National Natural Science Foundation of China, China ; Fundamental Research Funds for the Central Universities through Chang'an University, China ; National Training Program of Innovation and Entrepreneurship for Undergraduates through Chang'an University, China ; 111 Center, program of the Ministry of Education of China, China
源URL[http://ir.igsnrr.ac.cn/handle/311030/158328]  
专题中国科学院地理科学与资源研究所
通讯作者Liu, Xin
作者单位1.Changan Univ, Sch Geol Engn & Geomat, Xian, Peoples R China
2.Chinese Acad Sci, Inst Geog Sci & Nat Resources Res, LREIS, Beijing, Peoples R China
推荐引用方式
GB/T 7714
Liu, Xin,Qin, Hui,Lan, Hengxing. On the relationship between soil strength and wave velocities of sandy loess subjected to freeze-thaw cycling[J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,2020,136:6.
APA Liu, Xin,Qin, Hui,&Lan, Hengxing.(2020).On the relationship between soil strength and wave velocities of sandy loess subjected to freeze-thaw cycling.SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,136,6.
MLA Liu, Xin,et al."On the relationship between soil strength and wave velocities of sandy loess subjected to freeze-thaw cycling".SOIL DYNAMICS AND EARTHQUAKE ENGINEERING 136(2020):6.

入库方式: OAI收割

来源:地理科学与资源研究所

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