[1] Lv Y, Deng L, Fan W. Loess collapsibility characteristics of railway engineering sites using large-scale trial immersion pit experiments[J]. Bulletin of engineering geology and the environment, 2021, 80: 3271-3291.
[2] Deng L S, Fan W, Yin Y P, et al. Case study of a collapse investigation of loess sites covered by very thick loess-paleosol interbedded strata[J]. International Journal of Geomechanics, 2018, 18(11): 05018009.
[3] Phien-Wej N, Pientong T, Balasubramaniam A S. Collapse and strength characteristics of loess in Thailand[J]. Engineering Geology, 1992, 32(1-2): 59-72.
[4] Garakani A A, Haeri S M, Khosravi A, et al. Hydro-mechanical behavior of undisturbed collapsible loessial soils under different stress state conditions[J]. Engineering Geology, 2015, 195: 28-41.
[5] Lu Q, Liu Y, Peng J, et al. Immersion test of loess in ground fissures in Shuanghuaishu, Shaanxi Province, China[J]. Bulletin of Engineering Geology and the Environment, 2020, 79: 2299-2312.
[6] Liu Z, Lu Q, Qiao J, et al. In situ water immersion research on the formation mechanism of collapsible earth fissures[J]. Engineering Geology, 2021, 280: 105936.
[7] 汪国烈. 黄土的湿陷性与湿陷敏感性[J]. 第四纪研究, 1986(1): 57-60.(Wang Guolie. Collapsibility and sensitivity of loess[J]. Quaternary Sciences, 1986(1): 57-60. (in Chinese))
[8] 罗宇生. 湿陷性黄土地基评价[J]. 岩土工程学报, 1998(4): 90-94.(Luo Yusheng. Assessment of collapsibility of collapsible loess foundation[J]. Chinese Journal of Geotechnical Engineering, 1998(4): 90-94. (in Chinese))
[9] 黄雪峰, 陈正汉, 哈双, 等. 大厚度自重湿陷性黄土场地湿陷变形特征的大型现场浸水试验研究[J]. 岩土工程学报, 2006(3): 382-389.(Huang Xuefeng, Chen Zhenghan, Ha Shuang, et al. Large area field immersion tests on characteristics of deformation of self weight collapse loess under overburden pressure[J]. Chinese Journal of Geotechnical Engineering, 2006(3): 382-389. (in Chinese))
[10] 姚志华, 黄雪峰, 陈正汉, 等. 兰州地区大厚度自重湿陷性黄土场地浸水试验综合观测研究[J]. 岩土工程学报, 2012, 34(1): 65-74.(Yao Zhihua, Huang Xuefeng, Chen Zhenghan, et al. Comprehensive soaking tests on self-weight collapse loess with heavy section in Lanzhou region[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(1): 65-74. (in Chinese))
[11] 邵生俊, 李骏, 邵将, 等. 大厚度湿陷性黄土地层的现场砂井浸水试验研究[J]. 岩土工程学报, 2016, 38(9): 1549-1558.(Shao Shengjun, Li Jun, Shao Jiang, et al. In-situ sand well immersion tests on self-weight collapsible loess site with large depth[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(9): 1549-1558. (in Chinese))
[12] 马闫, 王家鼎, 彭淑君, 等. 大厚度黄土自重湿陷性场地浸水湿陷变形特征研究[J]. 岩土工程学报, 2014, 36(3): 537-546.(Ma Yan, Wang Jiading, Peng Shujun, et al. Immersion tests on characteristics of deformation of self-weight collapsible loess under overburden pressure[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(3): 537-546. (in Chinese))
[13] 李大展, 隋国秀. Q2黄土大面积浸水试验研究[J]. 岩土工程学报, 1993, 15(2): 1-11.(Li Dazhan, Sui Guoxiu. Study and test on immersion of Q2 loess in large area[J]. Chines Journal of Geotechnical Engineering, 1993, 15(2): 1-11. (in Chinese))
[14] 张爱军, 邢义川, 胡新丽, 等. 伊犁黄土强烈自重湿陷性的影响因素分析[J]. 岩土工程学报, 2016, 38(增2): 117-122.(Zhang Aijun, Xing Yichuan, Hu Xinli, et al. Influence factors of strong self-weight collapsibility of Ili loess[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(Supp.2): 117-122. (in Chinese))
[15] An P, Zhang A, Xing Y, et al. Experimental study on settling characteristics of thick self-weight collapsible loess in Xinjiang Ili region in China using field immersion test[J]. Soils and Foundations, 2018, 58(6): 1476-1491.
[16] 王治军, 潘俊义, 马闫, 等. 董志塬大厚度自重湿陷性黄土场地浸水试验研究[J]. 水文地质工程地质, 2016, 43(2): 75-82.(Wang Zhijun, Pan Junyi, Ma Yan, et al. Immersion test on the self-weight collapsible loess in the Dongzhiyuan area[J]. Hydrogeology and Engineering Geology, 2016, 43(2): 75-82. (in Chinese))
[17] 郑建国, 邓国华, 刘争宏, 等. 黄土湿陷性分布不连续对湿陷变形的影响研究[J]. 岩土工程学报, 2015, 37(1): 165-170.(Zheng Jianguo, Deng Guohua, Liu Zhenghong, et al. Influence of discontinuous distribution of collapsible loess on its deformation[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(1): 165-170. (in Chinese))
[18] 程方方, 张吉宏, 董忠级. 某自重湿陷性黄土场地试坑浸水试验研究[J]. 勘察科学技术, 2016(1): 40-43.(Cheng Fangfang, Zhang Jihong, Dong Zhongji. Study on immersion test in test pit of a self weight collapse loess site[J]. Site Investigation Science and Technology, 2016(1): 40-43. (in Chinese))
[19] 王立新, 邵帅, 邵生俊, 等. 西安洪庆地铁车站地基湿陷性研究[J]. 地下空间与工程学报, 2022, 18(3): 1006-1014.(Wang Lixin, Shao Shuai, Shao Shengjun, et al. Evaluation of foundation collapse of Xi'an Hongqing Metro station[J]. Chinese Journal of Underground Space and Engineering, 2022,18(3): 1006-1014. (in Chinese))
[20] Wang J D, Li P, Ma Y, et al. Change in pore-size distribution of collapsible loess due to loading and inundating[J]. Acta Geotechnica, 2020, 15: 1081-1094.
[21] 赵志强, 戴福初, 闵弘, 等. 原状黄土—古土壤中水分入渗过程研究[J]. 岩土力学, 2021, 42(9): 2611-2621.(Zhao Zhiqiang, Dai Fuchu, Min Hong, et al. Research on infiltration process in undisturbed loess-paleosol sequence[J]. Rock and Soil Mechanics, 2021, 42(9): 2611-2621. (in Chinese))
[22] 杨喆, 王家鼎, 李开超, 等. 西安北至机场城际铁路黄土塬段现场试坑浸水试验研究[J]. 铁道学报, 2022, 44(6): 107-115.(Yang Zhe, Wang Jiading, Li Kaichao, et al. Experimental study on site test pit immersion in loess tableland section of Xi'an North-Airport intercity railway[J]. Journal of the China Railway Society, 2022, 44(6): 107-115. (in Chinese))
[23] Li L, Wang J, Gu Q, et al. Effects of Paleosol on the Collapsibility of Loess Sites under Immersion Test Conditions[J]. Sustainability, 2024, 16(1): 447.
[24] 田东坤, 宋卫堂, 王平智, 等. 严寒地区保温型塑料大棚土壤蓄放热特性[J]. 农业工程学报, 2022, 38(03): 189-196.(Tian Dongkun, Song Weitang, Wang Pingzhi, et al. Soil heat storage and release characteristics of the plastic tunnel with external thermal insulation[J]. Transactions of the Chinese Society of Agricultural Engineering, 2022, 38(3): 189-196. (in Chinese))
[25] 郭海丰, 杨瑞妙, 姜云鹏, 等. 不同土质条件下土壤蓄热特性的数值模拟研究[J]. 建筑技术, 2024, 55(15): 1908-1914.(Guo Haifeng, Yang Ruimiao, Jiang Yunpeng, et al. Numerical simulation study of soil heat storage characteristics under different soil conditions[J]. Architecture Technology, 2024, 55(15): 1908-1914. (in Chinese))
[26] 邵生俊, 李骏, 李国良, 等. 大厚度自重湿陷黄土湿陷变形评价方法的研究[J]. 岩土工程学报, 2015, 37(6): 965-978.(Shao Shengjun, Li Jun, Li Guoliang, et al. Evaluation method for self-weight collapsible deformation of large thickness loess foundation[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(6): 965-978. (in Chinese))
[27] 刘建磊, 卫童瑶, 惠寒斌, 等. 大厚度非连续湿陷性黄土浸水变形特征分析[J]. 地质力学学报, 2024, 30(6) :921-932.(Liu Jianlei, Wei Tongyao, Hui Hanbin, et al. Analysis of soaking deformation characteristics of large-thickness discontinuous collapsible loess[J]. Journal of Geomechanics, 2024, 30(6) :921-932. (in Chinese))
