[1] |
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. (SUN Jun. Rheological behavior of geomaterials and its engineering applications[M]. Beijing: China Architecture and Building Press, 1999. (in Chinese))
|
[2] |
BJERRUM L. Engineering geology of Norwegian normally consolidated marine clays as related to the settlements of buildings[J]. Géotechnique, 1967, 17(2): 83–119.
|
[3] |
BISHOP A W, LOVENBURY H T. Creep characteristics of two undisturbed clays[C]// Proceedings of 7th International Conference of Soil Mechanics and Foundation Engineering. Mexico, 1969: 29–37.
|
[4] |
TAVENAS F, LEROUEIL S, LA Rochelle, et al. Creep behavior of an undisturbed lightly overconsolidated clay[J]. Canadian Geotechnical Journal, 1978, 15(3): 402–423.
|
[5] |
陈晓平, 白世伟. 软土蠕变–固结特性及计算模型研究[J]. 岩石力学与工程学报, 2003, 22(5): 728–734. (CHEN Xiao-ping, BAI Shi-wei. Research on creep-consolidation characteristics and calculating model of soft soil[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(5): 728–734. (in Chinese))
|
[6] |
MITCHELL J K, SOGA K. Fundamentals of soil behavior[M]. 4th ed. New Jersey: John Wiley & Sons, 2005.
|
[7] |
KUHN M R, MITCHELL J K. New perspective on soil creep[J]. Journal of Geotechnical Engineering, 1993, 119(3): 507–524.
|
[8] |
BOWMAN E T, SOGA K. Creep, ageing and microstructural change in dense granular materials[J]. Soils and Foundations, 2003, 43(4): 107–117.
|
[9] |
SINGH A, MITCHELL J K. General stress-strain-time function for soils[J]. Journal of the Soil Mechanics and Foundation Division, ASCE, 1968, 94(SM1): 21–46.
|
[10] |
TIAN W M, SILVA A J, VEYERA G E, et al. Drained creep of undisturbed cohesive marine sediments[J]. Canadian Geotechnical Journal, 1994, 31(6): 841–855.
|
[11] |
MURAYAMA S, MICHIHIRO K, SAKAGAMI T. Creep characteristics of sands[J]. Soils and Foundations, 1984, 24(2): 1–15.
|
[12] |
MEJIA C A, VAID Y P. Time dependent behaviour of sand[C]//Proceedings of the International Conference on Rheology and Soil Mechanics. Coventry: Spon Press, 1988: 312–326.
|
[13] |
LEUNG C F, LEE F H, YET N S. The role of particle breakage in pile creep in sand[J]. Canadian Geotechnical Journal, 1996, 33(6): 888–898.
|
[14] |
梁 军, 刘汉龙, 高玉峰. 堆石蠕变机制分析与颗粒破碎特性研究[J]. 岩土力学, 2003, 24(3): 479–483. (LIANG Jun, LIU Han-long, GAO Yu-fong, Creep mechanism and breakage behaviour of rockfill[J]. Rock and Soil Mechanics, 2003, 24(3): 479–483. (in Chinese))
|
[15] |
LADE P Y, YAMAMURO J A, BOPP P A. Influence of time effects on instability of granular materials[J]. Computer and Geotechnics, 1997, 20(3/4): 179–193.
|
[16] |
DI PRISCO C, IMPOSIMATO S. Time dependent mechanical behaviour of loose sands[J]. Mechanics of Cohesive-frictional Materials, 1996, 1(1): 45–73.
|
[17] |
LADE P V, LIU C T. Experimental study of drained creep behavior of sand[J]. Journal of Engineering Mechanics, 1998, 124(8): 912–920.
|
[18] |
MESRI G, GODLEWSKI P M. Time and stress compressibility interrelationship[J]. ASCE Journal of the Geotechnical Engineering Division, 1977, 103(5): 417–430.
|
[19] |
卢萍珍, 曾 静, 盛 谦. 软黏土蠕变试验及其经验模型研究[J]. 岩土力学, 2008, 29(4): 1041–1045. (LU Ping-zhen, ZENG Jing, SHENG Qian. Creep tests on soft clay and its empirical models[J]. Rock and Soil Mechanics, 2008, 29(4): 1041–1045. (in Chinese))
|
[20] |
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. (WANG Zhe-chao, QIAO Li-ping. A review and discussion of creep behaviour of soil and its models[J]. Rock and Soil Mechanics, 2011, 32(8): 2251–2260. (in Chinese))
|
[21] |
YIN J H, GRAHAM J. Equivalent times and one-dimensional elastic viscoplastic modelling of time-dependent stress-strain behaviour of clays[J]. Canadian Geotechnical Journal, 1994, 31(1): 45–52.
|
[22] |
WANG Z. Soil creep behaviour: laboratory testing and numerical modeling[D]. Calgary: University of Calgary, 2010.
|
[23] |
RICE J R. Inelastic constitutive relations for solids: an internal-variable theory and its application to metal plasticity[J]. Journal of the Mechanics and Physics of Solids, 1971, 19(6): 433–455.
|
[24] |
COLLINS I F, HOULSBY G T. Application of thermomechanical principles to the modelling of geotechnical materials[C]// Proceedings of Royal Society of London, Series A. London, 1997: 1975–2001.
|
[25] |
黄茂松, 钟辉虹, 李永盛. 天然状态结构性软黏土的边界面弹塑性模型[J]. 水利学报, 2003, 34(12): 47–52. (HUANG Mao-song, ZHONG Hui-hong, LI Yong-sheng. Elastoplastic boundary surface model for natural soft clay with structural damage[J]. Journal of Hydraulic Engineering, 2003, 34(12): 47–52. (in Chinese))
|
[26] |
陈敬虞, 龚晓南, 邓亚虹. 基于内变量理论的岩土材料本构关系研究[J]. 浙江大学学报(理学版), 2008, 35(3): 355–360. (CHEN Jing-yu, GONG Xiao-nan, DENG Ya-hong. Research on the constitutive relation of geomaterials based on the theory of internal variable[J]. Journal of Zhejiang University (Science Edition), 2008, 35(3): 335–360. (in Chinese))
|
[27] |
王者超, 乔丽苹, 李术才, 等. 土的内变量蠕变模型研究[J]. 岩土工程学报2011, 33(10): 1569–1575. (WANG Zhe-chao, QIAO Li-ping, LI Shu-cai, et al. An internal-variable creep model for soil[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(10): 1569–1575. (in Chinese))
|
[28] |
SAMIEH A M, WONG R C K. Deformation of Athabasca oil sand at low effective stresses under varying boundary conditions[J]. Canadian Geotechnical Journal, 1997, 34(6): 985–990.
|
[29] |
HILL R. The mathematical theory of plasticity[M]. Oxford: Clarendon Press, 1950.
|
[30] |
KUHN M R. Micromechanical aspects of soil creep[D]. Berkeley: University of California at Berkeley, 1987.
|
[31] |
BOWMAN E T, SOGA K. Creep, ageing and microstructural change in dense granular materials[J]. Soils and Foundations, 2003, 43(4): 107–117.
|
[32] |
王者超, 李术才. 高应力下颗粒材料一维力学特性研究II: 蠕变性质[J]. 岩土力学, 2010, 31(11): 3392–3396. (WANG Zhe-chao, LI Shu-cai. One dimensional mechanical behavior of granular materials at high stresses, Part II: Creep behavior[J]. Rock and Soil Mechanics, 2011, 31(11): 3392–3396. (in Chinese))
|
[33] |
ABAQUS Inc. ABAQUS documentation[M]. Providence: Rhode Island, 2006.
|
[34] |
ROSCOE K H, SCHOFIELD A N, WROTH C P. On the yielding of soils[J]. Géotechnique, 1958, 8(1): 22–53.
|
[35] |
MCDOWELL G R, BOLTON M D. On the micromechanics of crushable aggregates[J]. Géotechnique, 1998, 48(5): 667–679.
|
[36] |
WONG R C K. Mobilized strength components of Athabasca oil sand in triaxial compression[J]. Canadian Geotechnical Journal, 1999, 36(4): 718–735.
|