[1] 谌文武,原鹏博,刘小伟. 分级加载条件下红层软岩蠕变特性试验研究 [J]. 岩石力学与工程学报,2009, 28(1): 3076-3081.

SHEN Wenwu, YUAN Pengbo, LIU Xiaowei. Study of the Red Soft Rock Under Multi Experimental [J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28(1): 3076-3081.
[2] 陈渠,西田和范,岩本健,等. 沉积软岩的三轴蠕变试验研究及分析评价 [J]. 岩石力学与工程学报,2003, 22(6): 905-912.

CHEN Qu, NISHIDA K, TAKESHI I, et al. Creep Behavior of Sedimentary Soft Rock Under Triaxial Compression [J].Chinese Journal of Rock Mechanics and Engineering, 2003, 22(6): 905-912.
[3] 范庆忠,李术才,高延法. 软岩三轴蠕变特性的试验研究 [J]. 岩石力学与工程学报,2007, 26(7): 1381-1385.

FAN Qingzhong, LI Sucai, GAO Yanfa. Experimental Study on Creep Properties of Soft Rock Under Triaxial Compression [J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(7): 1381-1385.
[4] 张向东,李永靖,张树光,等. 软岩蠕变理论及其工程应用 [J]. 岩石力学与工程学报,2004, 23(10): 1635-1639.

ZHANG Xiangdong, LI Yongjing, ZHANG Shuguang, et al. Creep Theory of Soft Rock and Its Engineering Plication [J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(10): 1635-1639.
[5] 徐卫亚,杨圣奇,褚卫江. 岩石非线性黏弹塑性流变模型(河海模型)及其应用 [J]. 岩石力学与工程学报,2006, 25(3): 433-447.

XU Weiya, YANG Shengqi, CHU Weijiang. Nonlinear Viscoelasto-Plastic Rheological Model (Hohai Model) of Rock and Its Engineering Application [J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(3): 433-447.
[6] 付志亮,高延法,宁伟,等.含油泥岩各向异性蠕变研究 [J].采矿与安全工程学报,2007, 24(3): 353-356.

FU Zhiliang, GAO Yanfa, NING Wei, et al. Creep of Anisotropic Oil Shale [J]. Journal of Mining and Safety Engineering, 2007, 24(3): 353-356.
[7] 崔希海,付志亮. 岩石流变特性及长期强度的试验研究 [J]. 岩石力学与工程学报,2006, 25(5): 1021-1024.

CUI Xihai, FU Zhiliang. Experimental Study on Rheology Properties and Long Term Strength of Rocks [J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(5): 1021-1024.
[8] 范庆忠,高延法.分级加载条件下岩石流变特性的试验 [J].岩土工程学报,2005, 27(11): 1273-1276.

FAN Qingzhong, GAO Yanfa. Experimental Study on Creep Properties of Rocks Under Stepwise Loading [J]. Chinese Journal of Geotechnical Engineering, 2005, 27(11): 1 273-1 276.
[9] 扬建辉. 砂岩单轴受压蠕变试验现象研究 [J]. 石家庄铁道学院学报,1995, 8(2): 77-80.

YANG Jianhui. A Study of Creep Test Phenomenon of Sandstone Under Uniaxial Compression [J]. Journal of Shijiazhuang Railway Institute, 1995,8(2): 77-80.
[10] 孙钧. 岩土材料流变及其工程应用 [M]. 北京:中国建筑工业出版社,1999:387-399.

SUN Jun. Rheology of Geomaterials and Its Engineering Application [M]. Beijing:China Architecture and Building Press, 1999:387-399.
[11] 孙钧. 岩石流变力学及其工程应用研究的若干进展 [J]. 岩石力学与工程学报. 2007, 26(6): 1081-1106.

SUN Jun. Rock Rheologyical Mechanics and Its Advance in Engineering Applications [J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(6): 1081-1106.
[12] 刘晶辉,王山长,杨洪海. 软弱夹层流变试验长期强度确定方法 [J]. 勘察科学技术,1996(5): 3-7.

LIU Jinghui, WANG Shanchang, YANG Honghai. Weak Interlayer Rheological Test Method to Determine Long-Term Strength [J]. Investigation Science and Technology, 1996(5): 3-7.
[13]

HAYANO K, MATSMOTO M. Study of Triaxial Creep Testing Method and Model for Creep Deformation on Sedimentary Soft Rocks [C]// Proceedings of the 29th Symposium of Rock Mechanics. [s.l.]:[s.n.], 1999:8-14.
[14] 赵法锁,张伯友,彭建兵,等. 仁义河特大桥南桥台边坡软岩流变性研究 [J]. 岩石力学与工程学报,2002, 21(10): 1527-1532.

ZHAO Fasuo, ZHANG Boyou, PENG Jianbing,et al.Rheological Study on Soft Rocks in the South Abutment Slope of Renyi River Great Bridge [J]. Chinese Journal of Rock Mechanics and Engineering, 2002, 21(10): 1 527-1 532.
[15] 沈振中,徐志英. 三峡大坝地基花岗岩蠕变试验研究 [J]. 河海大学学报,1997, 25(2): 1-7.

SHEN Zhenzhong. XU Zhiying. Creep Test of Granite for the Three Gorges dam Foundation [J]. Journal of Hohai University, 1997, 25(2): 1-7.
[16] 王如宾,徐卫亚,王伟,等. 坝基硬岩蠕变特性试验及其蠕变全过程中的渗流规律 [J]. 岩石力学与工程学报,2010, 29(5): 960-968.

WANG Rubin, XU Weiya, WANG Wei, et al. Experimental in Vestigation on Creep Behaviors of Hard Rock in Dam Foundation and Its Seepage Laws During Complete Process of rock Creep [J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(5): 960-968.
[17] 姜永东,鲜学福,熊德国,等. 砂岩蠕变特性及蠕变力学模型研究 [J]. 岩土工程学报,2005, 27(12): 1478-1481.

JIANG Yongdong, XIAN Xuefu, XIONG Deguo, et al. Study of Creep Behavior of Sandstone and its Mechanical Models [J].Chinese Journal of Geotechnical Engineering, 2005, 27(12): 1478-1481.