Deformation Behaviors of Soft Clay under Cyclic Confining Pressures with Composite Loading Frequencies
文献类型：期刊论文
| 作者 | Huang, Juehao4,5; Xu, Linfeng3,5; Qiu, Yuefeng2; Chen, Jian4,5; Fu, Xiaodong4,5; Yan, Wenlong1,5 |
| 刊名 | INTERNATIONAL JOURNAL OF GEOMECHANICS
 |
| 出版日期 | 2025-06-01 |
| 卷号 | 25期号:6页码:10 |
| 关键词 | Cyclic triaxial test Deformation behaviors Composite loading frequencies Drained conditions Cyclic confining pressure |
| ISSN号 | 1532-3641 |
| DOI | 10.1061/IJGNAI.GMENG-10727 |
| 英文摘要 | The deformation behaviors of soft clay under cyclic loading were investigated with constant loading frequency; however, the response frequency of the subgrade soil varied when the train passed by. Moreover, both deviator stress and confining pressure varied cyclically. Hence, two types of cyclic triaxial tests were conducted on saturated soft clay, in which the differences in deformation behaviors between constant and composite loading frequencies were analyzed, and the impacts of cyclic confining pressure and drained conditions were considered. The strain increment continuously decreased with the progress of the test under cyclic loading with constant loading frequency, while that first decreased, achieving the minimum value at the third loading stage, and then increased under cyclic loading with composite loading frequencies. Nevertheless, compared with the test results of cyclic triaxial tests with composite loading frequencies, the strain with constant loading frequency increased by 65.4% and 117.9% under undrained and partially drained conditions, respectively. The cyclic triaxial tests with constant loading frequency overestimated the strains under cyclic loading. The strain increments were greater in the first loading stage under undrained and partially drained conditions; however, the differences in strain increments between undrained and partially drained conditions in other loading stages can be ignored. Moreover, the effect of cyclic confining pressures was clarified under cyclic loading with composite loading frequencies: the strain ratio of cyclic confining pressures to constant confining pressures decreased from 0.870 to 0.723 as eta increased from 1.00 to 2.00 under undrained conditions, while it increased from 1.227 to 1.837 under partially drained conditions. Nevertheless, the ratios increased linearly with increasing eta under partially drained conditions, and decreased linearly under undrained conditions. |
| 资助项目 | National Natural Science Foundation of China[52079135] ; Youth Innovation Promotion Association CAS[2021325] |
| WOS研究方向 | Engineering |
| 语种 | 英语 |
| WOS记录号 | WOS:001466922600025 |
| 出版者 | ASCE-AMER SOC CIVIL ENGINEERS |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/35734]  |
| 专题 | 中科院武汉岩土力学所 |
| 通讯作者 | Huang, Juehao |
| 作者单位 | 1.Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China 2.Power China Zhongnan Engn Corp Ltd, Changsha 410014, Peoples R China 3.Kunming Univ Sci & Technol, Fac Land Resources Engn, Kunming 650093, Peoples R China 4.Univ Chinese Acad Sci, Sch Engn Sci, Beijing 100049, Peoples R China 5.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn Safety, Wuhan 430071, Peoples R China |
| 推荐引用方式 GB/T 7714 | Huang, Juehao,Xu, Linfeng,Qiu, Yuefeng,et al. Deformation Behaviors of Soft Clay under Cyclic Confining Pressures with Composite Loading Frequencies[J]. INTERNATIONAL JOURNAL OF GEOMECHANICS,2025,25(6):10. |
| APA | Huang, Juehao,Xu, Linfeng,Qiu, Yuefeng,Chen, Jian,Fu, Xiaodong,&Yan, Wenlong.(2025).Deformation Behaviors of Soft Clay under Cyclic Confining Pressures with Composite Loading Frequencies.INTERNATIONAL JOURNAL OF GEOMECHANICS,25(6),10. |
| MLA | Huang, Juehao,et al."Deformation Behaviors of Soft Clay under Cyclic Confining Pressures with Composite Loading Frequencies".INTERNATIONAL JOURNAL OF GEOMECHANICS 25.6(2025):10. |
入库方式： OAI收割
来源：武汉岩土力学研究所
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