The Compression Behavior of Undisturbed and Compacted Loess Under the Controlling of Total Suction and Injected Solutions
文献类型：期刊论文
| 作者 | Zhang, Tongwei4; Hu, Zhengjin4; Lan, Hengxing1,2; Deng, Yongfeng3; Zhang, Huyuan4 |
| 刊名 | FRONTIERS IN EARTH SCIENCE
 |
| 出版日期 | 2022-02-16 |
| 卷号 | 10页码:13 |
| 关键词 | compression behavior undisturbed loess compacted loess total suction injection solutions |
| DOI | 10.3389/feart.2022.818919 |
| 通讯作者 | Zhang, Tongwei(ztw@lzu.edu.cn) ; Lan, Hengxing(Lanhx@igsnrr.ac.cn) |
| 英文摘要 | Thousands of square kilometers of habitable land have been created on the Loess Plateau in China. In arid and semi-arid area of Northwest China, the mechanical behavior of structural loess is sensitive to water intrusion and human engineering activities. Meanwhile, the higher water salinity in loess and seasonal variation of ambient humidity are common in this area. Due to different physical and mechanical properties of natural and compacted loess, the impacts of ambient humidity and saline water migration on their deformation are still unclear. This paper developed an oedometer test to investigate the compression behavior of natural and compacted loess under environmental humidity (represented by total suction psi) and injection water salinity (represented by osmotic suction psi(pi)) changing. The results showed that the void ratio variation Delta e of compacted loess (the dry density is 1.8 g/m(3)) under the impact of total suctions (from 14.01 to 146.23 MPa) and salinities of injected solution (0.17 mol/L NaCl, 0.29 mol/L Na2SO4 and distilled water) were under 0.01. The variation of void ratio for undisturbed loess increased about 8 times with 10 times decreasing of total suction, which was corresponding to the increase of relative humidity (RH). In the stage of solution injection, the deformation of undisturbed loess increased with the psi-psi(pi) increasing, and the differences between different samples reached to nearly 20 times. The mechanism was that the salt inside undisturbed loess would deliquescence when the RH was higher than DRH (Deliquescence Relative Humidity), and the natural structure collapsed. The compression index C-c of samples generally decreased with psi-psi(pi), and the compressibility of undisturbed loess was higher. The swelling indices C-s of samples slightly decreased with psi-psi(pi), but the variation was not significant. The strain-stress relationships of loess can be well described by Duncan-Chang constitutive model. Interestingly, the difference of initial deformation modulus Delta E-s of two loesses, which represented the structural compression under the coupling of total suction and osmotic suction, linearly related to the psi-psi(pi). The Delta epsilon(max) between the structural loess and compacted loess exponential increased with psi-psi(pi). In the engineering practice, the humidity and saline water intrusion should be considered in the long-term behavior of loess in shallow layer. |
| WOS关键词 | SOIL ; SALINITY ; STRESS |
| 资助项目 | National Natural Science Foundation of China[42041006] ; National Natural Science Foundation of China[42090053] ; National Natural Science Foundation of China[41807225] ; National Natural Science Foundation of China[41790443] ; National Key Research and Development Program of China[2018YFC1504700] ; China Postdoctoral Science Foundation[2019M653791] ; Natural Science Foundation of Gansu Province, China[20JR5RA259] ; Fundamental Research Funds for the Central Universities[lzujbky-2020-pd08] ; Fundamental Research Funds for the Central Universities[lzujbky-2021-ct04] |
| WOS研究方向 | Geology |
| 语种 | 英语 |
| WOS记录号 | WOS:000764148800001 |
| 出版者 | FRONTIERS MEDIA SA |
| 资助机构 | National Natural Science Foundation of China ; National Key Research and Development Program of China ; China Postdoctoral Science Foundation ; Natural Science Foundation of Gansu Province, China ; Fundamental Research Funds for the Central Universities |
| 源URL | [http://ir.igsnrr.ac.cn/handle/311030/172332]  |
| 专题 | 中国科学院地理科学与资源研究所 |
| 通讯作者 | Zhang, Tongwei; Lan, Hengxing |
| 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, State Key Lab Resources & Environm Informat Syst, Beijing, Peoples R China 3.Southeast Univ, Inst Geotech Engn, Sch Transportat, Nanjing, Peoples R China 4.Lanzhou Univ, Coll Civil Engn & Mech, Key Lab Mech Disaster & Environm Western China MO, Lanzhou, Peoples R China |
| 推荐引用方式 GB/T 7714 | Zhang, Tongwei,Hu, Zhengjin,Lan, Hengxing,et al. The Compression Behavior of Undisturbed and Compacted Loess Under the Controlling of Total Suction and Injected Solutions[J]. FRONTIERS IN EARTH SCIENCE,2022,10:13. |
| APA | Zhang, Tongwei,Hu, Zhengjin,Lan, Hengxing,Deng, Yongfeng,&Zhang, Huyuan.(2022).The Compression Behavior of Undisturbed and Compacted Loess Under the Controlling of Total Suction and Injected Solutions.FRONTIERS IN EARTH SCIENCE,10,13. |
| MLA | Zhang, Tongwei,et al."The Compression Behavior of Undisturbed and Compacted Loess Under the Controlling of Total Suction and Injected Solutions".FRONTIERS IN EARTH SCIENCE 10(2022):13. |
入库方式： OAI收割
来源：地理科学与资源研究所
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