Ma Qinyong. Special Civil Engineering Structures[M]. Beijing: Higher Education Press, 2005: 1-6. [马芹永. 土木工程特种结构[M]. 北京: 高等教育出版社, 2005: 1-6.]
[2]
She Chengxue, Cui Xuan. Research on nonlinear creep model of rock[J]. Engineering Journal of Wuhan University, 2009, 42(1): 25-28. [佘成学, 崔旋. 岩石非线性蠕变模型[J]. 武汉大学学报(工学版), 2009, 42(1): 25-28.]
[3]
Wang Yongyan, Lü Yimei, Xiao Zhijuan, et al. Research on sandstone creep models under chemical corrosion[J]. Journal of China Coal Society, 2010, 35(7): 1095-1098. [王永岩, 吕宜美, 肖志娟, 等. 化学腐蚀下砂岩蠕变模型的研究[J]. 煤炭学报, 2010, 35(7): 1095-1098.]
[4]
Li Dongwei, Wang Renhe, Fan Juhong. The nonlinear creep characteristics and parameter inversion of soft rock[J]. Journal of China Coal Society, 2011, 36(3): 388-392. [李栋伟, 汪仁和, 范菊红. 软岩试件非线性蠕变特征及参数反演[J]. 煤炭学报, 2011, 36(3): 388-392.]
[5]
Wang Zhechao, Qiao Liping. A review and discussion on creep behavior of soil and its models[J]. Rock and Soil Mechanics, 2011, 32(8): 2251-2260. [王者超, 乔丽苹. 土蠕变性质及其模型研究综述与讨论[J]. 岩土力学, 2011, 32(8): 2251-2260.]
[6]
Wan Ling, Peng Xianghe, Yang Chunhe, et al. An investigation to the creep of claystone[J]. Rock and Soil Mechanics, 2005, 26(6): 924-928. [万玲, 彭向和, 杨春和, 等. 泥岩蠕变行为的实验研究及其描述[J]. 岩土力学, 2005, 26(6): 924-928.]
[7]
Fan Qiuyan, Yang Keqing, Wang Weiming. Study of creep mechanism of argillaceous soft rocks[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(8): 1555-1561. [范秋雁, 阳克青, 王渭明. 泥质软岩蠕变机制研究[J]. 岩石力学与工程学报, 2010, 29(8): 1555-1561.]
[8]
Tang Mingming, Wang Zhiyin, Ding Guosheng, et al. Creep property experiment and constitutive relation of salt-mudstone interlayer[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 35(1): 42-45. [唐明明, 王芝银, 丁国生, 等. 含夹层盐岩蠕变特性试验及其本构关系[J]. 岩石力学与工程学报, 2010, 35(1): 42-45.]
[9]
Yin Xiaowen, Fu Qiang, Ma Kunlin. Study of the nonlinear mathematical model for triaxial creep of frozen soil[J]. Journal of Glaciology and Geocryology, 2013, 35(1): 171-176. [尹晓文, 傅强, 马昆林. 冻土三轴蠕变非线性数学模型研究[J]. 冰川冻土, 2013, 35(1): 171-176.]
[10]
Wang Jianping, Liu Xiaomin, Chen Honglei. Freezing large shaft design of about one kilometer deep[J]. Journal of Glaciology and Geocryology, 2012, 34(6): 1358-1363. [王建平, 刘晓敏, 陈红蕾. 深大井筒近千米冻结设计的探讨[J]. 冰川冻土, 2012, 34(6): 1358-1363.]
[11]
Zong Xiang. Observation and analysis of the temperature field of host well tube frozen by stages[J]. Journal of Glaciology and Geocryology, 2012, 34(5): 1179-1183. [宗翔. 多圈管分期冻结施工法温度场现场实测与分析[J]. 冰川冻土, 2012, 34(5): 1179-1183.]
[12]
Luo Fei, Zhao Shuping, Ma Wei, et al. Characteristics of dynamic strain amplitude of frozen Lanzhou loess under dynamic loading[J]. Journal of Glaciology and Geocryology, 2012, 34(4): 884-890. [罗飞, 赵淑萍, 马巍, 等. 动荷载作用下冻结兰州黄土的动应变幅变化特征研究[J]. 冰川冻土, 2012, 34(4): 884-890.]
[13]
Li Dongwei. Investigation on Constitutive Model Artifical Frozen Soil of High Stress and Engineering Application[D]. Huainan, Anhui: Anhui University of Science and Technology, 2005: 3-6. [李栋伟. 高应力下冻土本构关系研究及工程应用[D]. 安徽淮南: 安徽理工大学, 2005: 3-6.]