[1] Monismith C L, Ogawa N,Freeme C R. Permanent deformation characteristics of subsoil due to repeated loading[J]. Transport Research Record, 1975, 537:1-17.
[2] Li D, Selig E T. Cumulative plastic deformation for fine grained subgrade soils[J]. Journal of Geotechnical Engineering, 1996, 122(12):1006-1013.
[3] Hyodo M, Yasuhara K, Hirao K. Prediction of claybehaviour in endrained and partially drained cyclic tests[J]. Soils and Foundations, 1992,32(4):117-127.
[4] 陈颖平,黄博,陈云敏. 循环荷载作用下软黏土不排水累积变形特性[J]. 岩土工程学报,2008,30(5):764-768.(Chen Yingping, Huang Bo, Chen Yunmin. Reliability analysis of high level backfill based on chaotic optimization[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(5):764-768. (in Chinese))
[5] 黄珏皓,王应武,陈健,等. 变围压循环荷载作用下超固结软黏土变形特性试验研究[J]. 岩土工程学报,2021,43(增2):245-248.(Huang Juehao, Wang Yingwu, Chen Jian, et al. Experimental study on deformation behaviors of over consolidated clay under cyclic confining pressure[J]. Chinese Journal of Geotechnical Engineering, 2021,43(Supp.2):245-248. (in Chinese))
[6] 谢栎,吴建奇. 循环荷载作用下红黏土累积变形研究[J]. 地震工程学报,2019,41(6):1623-1629. (Xie Li, Wu Jianqi. Accumulative deformation of red clay in southern Jiangxi under cyclic loading[J]. China Earthquake Engineering Journal,2019,41(6):1623-1629. (in Chinese))
[7] 王强. 循环荷载作用下广州软土长期累积变形特性试验研究[J]. 安全与环境工程,2022,29(4):205-210. (Wang Qiang. Experimental study on long-term cumulative deformation of Guangzhou soft clay under cyclic loads[J]. Safety and Environmental Engineering, 2022,29(4):205-210. (in Chinese))
[8] 刘大鹏,杨晓华,王永威. 风积沙在循环荷载作用下的变形特性试验研究[J]. 武汉理工大学学报,2014,36(6):103-108.(Liu Dapeng, Yang Xiaohua, Wang Yongwei. Study on the plastic strain characteristics of aeolian sand under cyclic loading[J]. Journal of Wuhan University of Technology, 2014,36(6):103-108. (in Chinese))
[9] 彭丽云,李涛,刘建坤. 循环荷载作用下非饱和击实粉土变形特性的试验研究[J]. 北京工业大学学报,2010,36(11):1504-1509. (Peng Liyun, Li Tao, Liu Jiankun. Deformation property of unsaturated compacted silts under cyclic loading[J]. Journal of Beijing University of Technology, 2010,36(11):1504- 1509. (in Chinese))
[10] 黄娟,丁祖德,袁铁映,等. 循环荷载作用下泥炭质土的动变形特性试验研究[J]. 岩土力学,2017,38(9):2551-2557. (Huang Juan, Ding Zude, Yuan Tieying, et al. Experimental study of dynamic deformation properties of peaty soil under cyclic loading[J]. Rock and Soil Mechanics, 2017,38(9):2551-2557. (in Chinese))
[11] 金松丽,邢义川,赵卫全,等. 基于单线法试验的黄土增湿变形非线性模型研究[J].水利学报,2017,48(6):710-720. (Jin Songli, Xing Yichuan, Zhao Weiquan, et al. Study on nonlinear constitutive model for loess moistening deformation based on single-line experiment method[J]. Journal of Hydraulic Engineering, 2017,48(6): 710-720. (in Chinese))
[12] 陈存礼,张登飞,张杰,等. 等向应力下原状黄土的压缩及增湿变形特性研究[J]. 岩石力学与工程学报,2017,36(7):1736-1747. (Chen Cunli, Zhang Dengfei, Zhang Jie, et al. Compression and wetting deformation behavior of intact loess under isotropic stresses[J]. Chinese Journal of Rock Mechanics and Engineering, 2017,36(7):1736-1747. (in Chinese))
[13] 周凤玺,周志雄,邵生俊. 非饱和黄土的增湿湿陷变形特性分析[J]. 岩土工程学报,2021,43(增1):36-40. (Zhou Fengxi, Zhou Zhixiong, Shao Shengjun. Wetting deformation properties of unsaturated collapsible loess[J]. Chinese Journal of Geotechnical Engineering, 2021,43(Supp.1):36-40. (in Chinese))
[14] 蔡国庆,韩博文,韦靖威,等. 复杂水-力路径下非饱和砂质黄土增湿变形特性[J]. 岩石力学与工程学报,2022,41(增1):3073-3080. (Cai Guoqing, Han Bowen, Wei Jingwei, et al. Wetting deformation characteristics of unsaturated sandy loess under complex hydro-mechanical paths[J]. Chinese Journal of Rock Mechanics and Engineering,2022,41(Supp.1):3073-3080. (in Chinese))
[15] 张爱军,邢义川,汪海涛,等. 基于增湿变形的渠道工程黄土渠基湿陷性评价方法[J].水利学报,2017,48(1):41-51.(Zhang Aijun, Xing Yichuan, Wang Haitao, et al. Construction schedule risk analysis of rockfill dams based on coupling improved PERT and BBNs[J]. Journal of Hydraulic Engineering, 2017,48(1):41-51. (in Chinese))
[16] 高英,马艳霞,张吾渝,等. 西宁地区黄土增湿变形特性及微观结构分析[J].工程地质学报,2019,27(4):803-810. (Gao Ying, Ma Yanxia, Zhang Wuyu, et al. Analysis of humidifying deformation characteristics and microstructure of loess in xining area[J]. Journal of Engineering Geology,2019,27(4): 803-810. (in Chinese))
[17] 褚峰,张宏刚,邵生俊. 结构性黄土湿压屈服损伤特性试验研究[J].地下空间与工程学报,2019,15(5): 1375-1384. (Chu Feng, Zhang Honggang, Shao Sheng-jun. Experimental study on yield damage characteristics of structural loess under wet compression[J]. Chinese Journal of Underground Space and Engineering,2019,15(5):1375-1384. (in Chinese))
[18] 唐鑫,张吾渝,何蓓,等. 冻融循环作用下黄土动态回弹模量研究[J].地下空间与工程学报,2023,19(2):456-465. (Tang Xin, Zhang Wuyu, He Bei, et al. Study on dynamic resilience modulus of loess under freeze-thaw cycles[J]. Chinese Journal of Underground Space and Engineering,2023,19(2):456-465. (in Chinese))
[19] 杨玉生,李靖,邢义川,等. 压实黄土增湿变形性质及其影响因素试验研究[J]. 岩土工程学报,2017,39(4):626-635. (Yang Yusheng, Li Jing, Xing Yichuan, et al. Experimental study on moistening deformation characteristics of compacted loess and their influencing factors[J]. Chinese Journal of Geotechnical Engineering, 2017,39(4):626-635. (in Chinese))
[20] 车高凤,钟秀梅,马金莲,等. 不同加载方式下黄土累积变形特征研究[J]. 地震工程学报,2021,43(5):1208-1213. (Che Gaofeng, Zhong Xiumei, Ma Jinlian, et al. Accumulative deformation characteristics of loess under different loading modes[J]. China Earthquake Engineering Journal, 2021,43(5): 1208-1213. (in Chinese))
[21] 买晓斌,马学宁,李善珍. 循环荷载作用下水泥改良黄土路基的变形特性[J]. 铁道建筑,2017,57(12):78-81. (Mai Xiaobin, Ma Xuening, Li Shanzhen. Study on deformation characteristics of cement-improved loess subgrade under cyclic loading[J]. Railway Engineering, 2017,57(12):78-81. (in Chinese))
[22] 王铁行,郝延周,汪朝,等. 干湿循环作用下压实黄土动强度性质试验研究[J]. 岩石力学与工程学报,2020,36(6):1242-1251. (Wang Tiehang, Hao Yanzhou, Wang Zhao, et al. Experimental study on dynamic strength properties of compacted loess under wetting-drying cycles[J]. Chinese Journal of Rock Mechanics and Engineering, 2020,36(6):1242-1251. (in Chinese))
[23] 中华人民共和国行业标准编写组. 土工试验规程(SL237—1999)[S]. 北京:中国计划出版社,1999. (The Professional Standards Compilation Group of People's Republic of China. Specification of soil test[S]. Beijing:China Planning Press,1999. (in Chinese))
[24] Hardin B O,Drnevich V P.Shear modulus and damping in soils: design equation and curves[J]. Journal of Soil Mechanics and Foundation Division,ASCE,1972,98(7):667-692.
[25] 庄心善,赵汉文,王俊翔,等. 循环荷载下重塑弱膨胀土滞回曲线形态特征定量研究[J]. 岩土力学,2020,41(6):1845-1852. (Zhuang Xinshan, Zhao Hanwen, Wang Junxiang, et al. Quantitative research on morphological characteristics of hysteretic curves of remolded weak expansive soil under cyclic loading[J]. Rock and Soil Mechanics, 2020,41(6):1845-1852. (in Chinese))
