[1] |
DRUCKER D C. The continuum theory of plasticity on the macroscale and microscale[J]. Materials, 1966,1:873-910.
|
[2] |
陈惠发. 极限分析与土体塑性[M]. 詹世斌, 译. 北京: 高等教育出版社,1995. (CHEN W F. Limit analysis and soil plasticity[M]. ZHAN Shi-bin, trans. Beijing:ElsevierScientific Publishing Company, 1975. (in Chinese))
|
[3] |
沈珠江. 土的弹塑性应力应变关系的合理形式[J]. 岩土工程学报, 1980,2(2):11-19. (SHEN Zhu-jiang. Rational form of elasto-plastic stress-strain relation for soil[J]. Chinese Journal of Geotechnical Engineering, 1980, 2(2): 11-19. (in Chinese))
|
[4] |
赵彭年. 松散介质力学[M]. 北京: 地震出版社, 1995:32-35. (ZHAO Peng-nian. Mechanics of media[M]. Beijing: China Seismic Press, 1995: 32-35. (in Chinese))
|
[5] |
郑颖人,沈珠江,龚晓南. 岩土塑性力学原理[M]. 北京: 中国建筑工业出版社, 2002.(ZHENG Ying-ren, SHEN Zhu-jiang, GONG Xiao-nan. Principle of geotechnical plastic mechanics[M]. Beijing: China Architecture and Building Press, 2002. (in Chinese))
|
[6] |
杨光华. 岩土材料不符合Drucker公设的一个证明[J]. 岩土工程学报, 2010,32(1):144-146. (YANG Guang-hua. A proof geotechanical materials not in agreement with Druckers postulate[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(1): 144-146. (in Chinese))
|
[7] |
龚晓南. 土塑性力学[M]. 杭州: 浙江大学出版社, 1999:91-148. (GONG Xiao-nan. Soil plasticity[M]. Hangzhou: Zhejiang University Press, 1999: 91-148. (in Chinese))
|
[8] |
ZIEGLER H. An introduction to thermomechanics[M]. 2nd ed. North-Holland: Amsterdam, 1983.
|
[9] |
COLLINS I F, HOULSBY G T. Application of thermomechanical principles to the modeling of geotechnical materials[J]. Proceedings of the Royal Society of London A, 1997,45(3):1975-2001.
|
[10] |
COLLINS I F. Associated and non-associated aspects of the constitutive laws for coupled elastic/plastic materials[J]. The International Journal of Geomechanicals, 2002(2):259-267.
|
[11] |
HOULSBY G T, PUZRIN A M. A thermomechanical framework for rate-independent dissipative materials with internal functions[J]. The International Journal of Plasticity, 2001,17:1147-1165.
|
[12] |
胡亚元. 关于率无关塑性力学和广义塑性力学的评述[J]. 岩土工程学报, 2005,27(1):128-131. (HU Ya-yuan, Comment on rate-independent plasticity and generalized plasticity[J]. China Journal of Geotechnical Engineering, 2005, 27(1)
|
[13] |
秦理曼. 基于能量耗散土的本构模型研究[D]. 大连: 大连理工大学, 2006.(QIN Li-man.Soil constitutive models based on energy dissipation[D]. Dalian
|
[14] |
赵成刚,刘 艳. 连续孔隙介质土力学及其在非饱和土本构关系中的应用[J]. 岩土工程学报, 2009,31(9):1214-1335. (ZHAO Cheng-gang, LIU Yan. Continuum porous medium soil mechanics and its application in constitutive relationship of unsaturated soils[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(9)
|
[15] |
孔 亮,李学丰,赵占兵. 土体热力学本构模型的改进、验证及有限元分析. 岩土工程学报, 2009,31(10):1595-1601. (KONG Liang, LI Xue-feng, ZHAO Zhan-bing. Improvement, verification and FEM analysis of thermomechanical model for soil[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(10): 1595-1601. (in Chinese))
|
[16] |
胡亚元. 多重耗散函数率无关塑性力学在黏土模型中的应用[J]. 岩土力学, 2005,26(增刊1):9-12. (HU Ya-yuan. Application of multiple dissipation potentials functions rate-independent plasticity model with applications to clay[J]. Soil and rock mechanics, 2005, 26(S1): 9-12. (in Chinese))
|