An Experimental Study on the Dynamic Evolution Characteristics of Soil Arching and the Rational Spacing of Anti-Slide Piles | |
Zhong, Wei2,3; Zhang, Shuai1,2,3; He, Na1 | |
刊名 | SUSTAINABILITY |
2022-07-01 | |
卷号 | 14期号:14页码:15 |
关键词 | soil arching evolution characteristics dynamic process rational pile spacing relative displacement |
ISSN号 | 2071-1050 |
DOI | 10.3390/su14148566 |
英文摘要 | In order to analyse the dynamic evolution characteristics of soil arching during sliding processes, we conducted a series of model push-pile and direct shear tests. The tests' results were used to design a relative displacement monitoring system and to introduce two dimensionless parameters (the push-compaction ratio (e) and the different degrees of push-compaction (t)) to investigate the degree of uneven soil deformation during the sliding processes. This innovative method was used to analyse the rational spacing between adjacent anti-slide piles. The results revealed that there was a push-to-compaction effect in sliding soil during the sliding process. Firstly, in terms of space, the gradual transfer characteristics of the landslide thrust and push-to-compaction effect, rather than a uniform deformation over the entire area, were revealed. In terms of time, the results demonstrated a law for the variation in push-to-compaction ratios: The expansion of e occurred earlier in the rear sliding body than in the front e, while the growth rate of front e was faster than that of e in the rear sliding body. The dynamic evolution process was divided into three stages: an elastic formation stage, a plastic development stage, and a failure stage. Secondly, during the sliding process, the shear strength parameters of the sliding soil did not have constant values but underwent a dynamic process of strengthening, and cohesion responded more efficiently than friction. Finally, the degree of mobilisation of the anti-sliding effect of the sliding soil can be used as a new means of quantitative analysis for rational spacing. The results indicated that the rational spacing between adjacent piles should be five times the width of the pile. |
资助项目 | National Key Research and Development Program of China[2020YFD1100701] ; National Natural Science Foundation of China[41302284] |
WOS关键词 | INDUCED LANDSLIDES ; SOUTHWEST ; SHAFTS ; SAND |
WOS研究方向 | Science & Technology - Other Topics ; Environmental Sciences & Ecology |
语种 | 英语 |
出版者 | MDPI |
WOS记录号 | WOS:000831936400001 |
资助机构 | National Key Research and Development Program of China ; National Natural Science Foundation of China |
内容类型 | 期刊论文 |
源URL | [http://ir.imde.ac.cn/handle/131551/56765] |
专题 | 成都山地灾害与环境研究所_山地灾害与地表过程重点实验室 |
通讯作者 | He, Na |
作者单位 | 1.Henan Polytech Univ, Sch Civil Engn, Jiaozuo 454003, Henan, Peoples R China 2.Chinese Acad Sci, Key Lab Mt Hazards & Earth Surface Proc, Chengdu 610041, Peoples R China 3.Chinese Acad Sci, Inst Mt Hazards & Environm, Chengdu 610041, Peoples R China |
推荐引用方式 GB/T 7714 | Zhong, Wei,Zhang, Shuai,He, Na. An Experimental Study on the Dynamic Evolution Characteristics of Soil Arching and the Rational Spacing of Anti-Slide Piles[J]. SUSTAINABILITY,2022,14(14):15. |
APA | Zhong, Wei,Zhang, Shuai,&He, Na.(2022).An Experimental Study on the Dynamic Evolution Characteristics of Soil Arching and the Rational Spacing of Anti-Slide Piles.SUSTAINABILITY,14(14),15. |
MLA | Zhong, Wei,et al."An Experimental Study on the Dynamic Evolution Characteristics of Soil Arching and the Rational Spacing of Anti-Slide Piles".SUSTAINABILITY 14.14(2022):15. |
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