AUTHOR=Zhang Tongwei , Hu Zhengjin , Lan Hengxing , Deng Yongfeng , Zhang Huyuan 

TITLE=The Compression Behavior of Undisturbed and Compacted Loess Under the Controlling of Total Suction and Injected Solutions

JOURNAL=Frontiers in Earth Science

VOLUME=10

YEAR=2022

URL=https://www.frontiersin.org/journals/earth-science/articles/10.3389/feart.2022.818919

DOI=10.3389/feart.2022.818919

ISSN=2296-6463

ABSTRACT=<p>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 <italic>Ψ</italic>) and injection water salinity (represented by osmotic suction <italic>Ψ</italic><sub>π</sub>) changing. The results showed that the void ratio variation Δ<italic>e</italic> of compacted loess (the dry density is 1.8 g/m<sup>3</sup>) 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 Na<sub>2</sub>SO<sub>4</sub> 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 (<italic>RH</italic>). In the stage of solution injection, the deformation of undisturbed loess increased with the <italic>Ψ</italic>-<italic>Ψ</italic><sub>π</sub> 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 <italic>RH</italic> was higher than DRH (Deliquescence Relative Humidity), and the natural structure collapsed. The compression index <italic>C</italic><sub>c</sub> of samples generally decreased with <italic>Ψ</italic>-<italic>Ψ</italic><sub>π</sub>, and the compressibility of undisturbed loess was higher. The swelling indices <italic>C</italic><sub>s</sub> of samples slightly decreased with <italic>Ψ</italic>-<italic>Ψ</italic><sub>π</sub>, 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 Δ<italic>E</italic><sub>s</sub> of two loesses, which represented the structural compression under the coupling of total suction and osmotic suction, linearly related to the <italic>Ψ</italic>-<italic>Ψ</italic><sub>π</sub>. The Δ<italic>ε</italic><sub>max</sub> between the structural loess and compacted loess exponential increased with <italic>Ψ</italic>-<italic>Ψ</italic><sub>π</sub>. In the engineering practice, the humidity and saline water intrusion should be considered in the long-term behavior of loess in shallow layer.</p>