دورية أكاديمية
Study on creep characteristics and component model of saline soil in hexi corridor.
| العنوان: | Study on creep characteristics and component model of saline soil in hexi corridor. |
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| المؤلفون: | Yu YY; School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, 730070, China. yuyunyan@mail.lzjtu.cn., Luo CL; School of Civil Engineering, Tianshui Normal University, Tianshui, 741000, China., Cui WH; School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, 730070, China., Tao JY; School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, 730070, China., Zhang TH; School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, 730070, China. |
| المصدر: | Scientific reports [Sci Rep] 2023 Oct 23; Vol. 13 (1), pp. 18067. Date of Electronic Publication: 2023 Oct 23. |
| نوع المنشور: | Journal Article |
| اللغة: | English |
| بيانات الدورية: | Publisher: Nature Publishing Group Country of Publication: England NLM ID: 101563288 Publication Model: Electronic Cited Medium: Internet ISSN: 2045-2322 (Electronic) Linking ISSN: 20452322 NLM ISO Abbreviation: Sci Rep Subsets: PubMed not MEDLINE; MEDLINE |
| أسماء مطبوعة: | Original Publication: London : Nature Publishing Group, copyright 2011- |
| مستخلص: | Accurate mastery of the creep characteristics of unsaturated saline soil is extremely important for the long-term stability and safe operation of all types of buildings. In this paper, the research object focused on the saline soil of the Zhangye area, Hexi corridor. The indoor triaxial CU creep test was carried out by means of graded loading to study the creep characteristics of saline soil under different salt content and loading stress. The Merchant and Burgers models were used to predict the creep behavior of the saline soils, and the predicted results were compared with the experimental values. The results showed that the triaxial creep curve of saline soil developed in stage III. Namely, transient creep stage, deceleration creep stage and steady-state creep stage. The creep deformation increases with the increase of salt content and loading stress. The stress-strain isochronous curve has non-linear growth, and the cluster of curves develops from dense to sparse after increasing to long-term strength (100∼150 kPa). The parameters of the Merchant and Burgers model vary with salt content and loading stress, and the creep curve predicted by the Burgers model is closer to the test value. (© 2023. Springer Nature Limited.) |
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| معلومات مُعتمدة: | 22JR5RA325 the Science and Technology Program of Gansu Province "Outstanding Doctoral Students Project" |
| تواريخ الأحداث: | Date Created: 20231023 Latest Revision: 20231120 |
| رمز التحديث: | 20240628 |
| مُعرف محوري في PubMed: | PMC10593926 |
| DOI: | 10.1038/s41598-023-42548-6 |
| PMID: | 37872206 |
| قاعدة البيانات: | MEDLINE |
Find this article in full text from Springer Verlag. 
Full Text Finder | تدمد: | 2045-2322 |
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| DOI: | 10.1038/s41598-023-42548-6 |