Effects of in situ wetting–drying cycles on the mechanical behaviour of an intact loess

التفاصيل البيبلوغرافية
العنوان: Effects of in situ wetting–drying cycles on the mechanical behaviour of an intact loess
المؤلفون: Shengbin Li, Hongjian Liao, J. W. Zhang, Chao Zhou, Miss H. Dong, Qingyi Mu
المصدر: Canadian Geotechnical Journal. 59:1281-1284
بيانات النشر: Canadian Science Publishing, 2022.
سنة النشر: 2022
مصطلحات موضوعية: In situ, Materials science, Loess, Soil water, Soil science, Wetting, Geotechnical Engineering and Engineering Geology, Civil and Structural Engineering
الوصف: In situ wetting–drying cycles significantly and repeatedly influence the soil water content in the active zone but not in the steady zone. To investigate effects of in situ wetting–drying cycles on the mechanical behaviour of intact loess, a series of pressure plate tests was carried out with an intact loess sampled from the active and steady zones. Results show that the specimens from the steady zone have higher yield stresses at given suctions and a larger inclination of normalized loading collapse (LC) curve than the specimens from the active zone. As evidenced by the scanning electron microscopy results, the clay particles accumulating around the contacts between silt particles are widely observed in the former specimens but not in the latter specimens. The distribution of clay particles in the former specimens results in a stabilized skeleton with mechanical properties sensitive to suction variations. On the other hand, the maximum collapse potential of the specimen from the steady zone is 37% larger than that of the specimen from the active zone, mainly because of the larger inclination of normalized LC curve owned by the former specimen.
تدمد: 1208-6010
0008-3674
URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_________::e0133c05affa26934590e405e758c149
https://doi.org/10.1139/cgj-2020-0696
حقوق: CLOSED
رقم الأكسشن: edsair.doi...........e0133c05affa26934590e405e758c149
قاعدة البيانات: OpenAIRE