土的边界面本构模型研究进展
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摘要
简述了土的边界面本构模型国内外研究状况，阐述了其基本思想。对边界面模型作了简要评述，提出了边界面模型研究的发展趋向。
In this paper, the development of the research on the boundary surf aCt constitutive models at home and abroad is presented, then the concept of boundary surface is described. Attempt is made here to review the boundary surface models in a concise manner and show some tendencies of this study in the future.
In this paper, the development of the research on the boundary surf aCt constitutive models at home and abroad is presented, then the concept of boundary surface is described. Attempt is made here to review the boundary surface models in a concise manner and show some tendencies of this study in the future.
引文
1Parry R H G and Amerasinghe S F. CoLnponents of Deformation in Clays. Proc. Symp. Plasticity and Soil Plasticity, ed, A C Palmer, Cambridge, 1973, 108～126
2Prevost J H. Mathematical Modeling of Monotonic and Cyclic Undrained Clay Behavior. Int J Numerical and Analytical Methods in Geomechanics, 1977, 1 (2): 195～216
3Dafalias Y F, Popov E P. A Model of Non-linearly Hardening Materials for Complex Loadings. Acta Mechanics, 1975, 21 (3): 173～192
4Valanis K C. A Theory of Viscoplasticity Without a Yield Surface. Archives of Mechanics, 1971,23: 517～551
5Morz Z. On the Description of Anisotropic Work Hardening. Journal of Mechanics and Physics of Solids,1967, 15: 163～175
6Iwan W D. On a aass of Methods for the Yielding Behavior of continuous and composite systems. Journal of Applied Mechanics, Trans. ASME, 1967,E3(34): 612～611
7Krieg R D. A Practical Two-surface Plasticity Theory. J Appl. Mech., Trans. ASCE, 1975, E42: 641～646
8Mroz Z, Norris V A and Zienkiewicz O C. An Anisotropic Hardening Model for Soils and Its Application to Cyclic Loading. Int J for Numerical and Analytical Methods in Geomechanics, 1978, 2: 203～221
9Mroz Z, Norris V A and Zienkiewicz O C. Application of an Anisotropic Hardening Model in the Analysis of Elasto-plastic Deformation of Soils Geotechnique, 1979, 29 (1): 1～34
10Dafalias Y F, Herrmann L R. A Bounding Surface Soil Plasticity Model. Internal Symposium on Soils under Cyclic and Tramient Loading, Swansea, January, 1980, 335～345
11Ghaboussi J and Momen H. PlaSticity Model for Cyclic Behavior of Sands. Proc of 3rd lnt Confon Numerical Methods in Geomechanics, Aachen, 1979,423～434
12Poorooshab H B,.Stolle D F E. Modelling of Sand Behavior under Earthquake Excitation. Int J for Numerical and Analytical Methods in Geomechanics, 1987, 11 (1): 21
13Dafalias Y F, Popov E P. Cyclic Loading for Materials with a Vanishing Elastic Region. Nunlear Eng.and Design, 1977, 41 (2): 293～392
14Dafalias Y F, Herrmann L R. Bounding Surface Formulation of Soil Plasticity. Soil Mechanic Transient and Cyclic Loads, ed, G N Pande and O C Zienkiewicz, Wiley, New York, 1982, 253～282
15Bardet J P. Bounding Surface Plasticity Mode1 for Sands. J GE ASCE, 1986, 112(GT11): 1198～1217
16Anandarajah A, Dafalias Y F, Herrmann M. A Bounding Surface Plasticity Model for Anisotropic Clays. Proc 5th ASCE-EMD Conf, Laramic, Wyoming, 1984, 937～940
17Desai C S, Somasundaram S. Constitutive Modelling of Geological Materials: A General Procedure. Developments in Soil Mechanics and Foundation Engineering-2, ed, P K Baner jee and R Butterfield, Elsevier Applied Science Publishers, N Y, 1985,43～67
18Hirai H. An Anistropic Hardening Model for Sand Subjected to Cyclic Loading. Soil Dynamics and Lique faction, ed, A S Cakmak, Elsvier Science Pul. Co, N Y, 1987, 53～67
19Dafalias Y F. Bounding Surface Plasticity I: Mathmatical Foundation and Hypoplasticity. Journal of Engineering Mechanic ASCE, 1986, 112 (9): 966～987
20Wang Z L, Dafalias Y F, Shen C K. Bounding Surface Hypoplasticity Model for Sands. Journal of Engineering Mechanics. ASCE, 1990, 116 (5): 983～1001
21郑大同,王惠昌.循环荷载作用下土的非线性应力应变模型.岩土工程学报,1983,5(1):65～76
22谢一环,王勖成.复杂载荷作用下的本构关系及其积分方法.清华大学学报,1986,26(3):40～50
23徐干成.饱和砂土循环动应力应变的弹塑性模型研究.空军工程学院博士论文,1993
24要明伦,聂栓林.饱和软粘土动变形计算的一种模式.水利学报,1994,(7):51～55
25王建华,要明伦.饱和软粘土动力特性的弹塑性分析.见:第七届土力学及基础工程学术会议论文集.北京:中国建筑工业出版社,1994.150～154
26徐日庆,龚晓南.边界面本构模型及其应用.见:第五届全国岩土力学数值分析与解析方法讨论会论文集(第一卷).武汉:武汉测绘科技大学出版社,1994.26～31
27罗晓.软土地基弹塑性地震响应分析.浙江大学博士论文,1995
28沈智刚,李相崧.边界面粘土模型及其验证.结构与地基国际学术研讨会论文集,1994,72～83
29Dafalias Y F, Herrmann L R, Denatale J S. The Bounding Surface Plasticity Model for Isotropic Cohesive Soils and Its Application at Grenoble Workshop. Constitutive Relation for Soils, ed, G Gudehus, F Darve and I Vardoulakis, 1982, 73～287
30Wimal Suaris, OuYang C S and Ferando V. M. Damage Model for Concrete Loading of Concret. ASCE, 1990, 116(5): 1020～1035
31沈珠江.土体变形特性的损伤力学模拟.见:第五届全国岩土力学数值分析与解析方法讨论会论文集(第一卷).武汉:武汉测绘科技大学出版社,1994.1～8
2Prevost J H. Mathematical Modeling of Monotonic and Cyclic Undrained Clay Behavior. Int J Numerical and Analytical Methods in Geomechanics, 1977, 1 (2): 195～216
3Dafalias Y F, Popov E P. A Model of Non-linearly Hardening Materials for Complex Loadings. Acta Mechanics, 1975, 21 (3): 173～192
4Valanis K C. A Theory of Viscoplasticity Without a Yield Surface. Archives of Mechanics, 1971,23: 517～551
5Morz Z. On the Description of Anisotropic Work Hardening. Journal of Mechanics and Physics of Solids,1967, 15: 163～175
6Iwan W D. On a aass of Methods for the Yielding Behavior of continuous and composite systems. Journal of Applied Mechanics, Trans. ASME, 1967,E3(34): 612～611
7Krieg R D. A Practical Two-surface Plasticity Theory. J Appl. Mech., Trans. ASCE, 1975, E42: 641～646
8Mroz Z, Norris V A and Zienkiewicz O C. An Anisotropic Hardening Model for Soils and Its Application to Cyclic Loading. Int J for Numerical and Analytical Methods in Geomechanics, 1978, 2: 203～221
9Mroz Z, Norris V A and Zienkiewicz O C. Application of an Anisotropic Hardening Model in the Analysis of Elasto-plastic Deformation of Soils Geotechnique, 1979, 29 (1): 1～34
10Dafalias Y F, Herrmann L R. A Bounding Surface Soil Plasticity Model. Internal Symposium on Soils under Cyclic and Tramient Loading, Swansea, January, 1980, 335～345
11Ghaboussi J and Momen H. PlaSticity Model for Cyclic Behavior of Sands. Proc of 3rd lnt Confon Numerical Methods in Geomechanics, Aachen, 1979,423～434
12Poorooshab H B,.Stolle D F E. Modelling of Sand Behavior under Earthquake Excitation. Int J for Numerical and Analytical Methods in Geomechanics, 1987, 11 (1): 21
13Dafalias Y F, Popov E P. Cyclic Loading for Materials with a Vanishing Elastic Region. Nunlear Eng.and Design, 1977, 41 (2): 293～392
14Dafalias Y F, Herrmann L R. Bounding Surface Formulation of Soil Plasticity. Soil Mechanic Transient and Cyclic Loads, ed, G N Pande and O C Zienkiewicz, Wiley, New York, 1982, 253～282
15Bardet J P. Bounding Surface Plasticity Mode1 for Sands. J GE ASCE, 1986, 112(GT11): 1198～1217
16Anandarajah A, Dafalias Y F, Herrmann M. A Bounding Surface Plasticity Model for Anisotropic Clays. Proc 5th ASCE-EMD Conf, Laramic, Wyoming, 1984, 937～940
17Desai C S, Somasundaram S. Constitutive Modelling of Geological Materials: A General Procedure. Developments in Soil Mechanics and Foundation Engineering-2, ed, P K Baner jee and R Butterfield, Elsevier Applied Science Publishers, N Y, 1985,43～67
18Hirai H. An Anistropic Hardening Model for Sand Subjected to Cyclic Loading. Soil Dynamics and Lique faction, ed, A S Cakmak, Elsvier Science Pul. Co, N Y, 1987, 53～67
19Dafalias Y F. Bounding Surface Plasticity I: Mathmatical Foundation and Hypoplasticity. Journal of Engineering Mechanic ASCE, 1986, 112 (9): 966～987
20Wang Z L, Dafalias Y F, Shen C K. Bounding Surface Hypoplasticity Model for Sands. Journal of Engineering Mechanics. ASCE, 1990, 116 (5): 983～1001
21郑大同,王惠昌.循环荷载作用下土的非线性应力应变模型.岩土工程学报,1983,5(1):65～76
22谢一环,王勖成.复杂载荷作用下的本构关系及其积分方法.清华大学学报,1986,26(3):40～50
23徐干成.饱和砂土循环动应力应变的弹塑性模型研究.空军工程学院博士论文,1993
24要明伦,聂栓林.饱和软粘土动变形计算的一种模式.水利学报,1994,(7):51～55
25王建华,要明伦.饱和软粘土动力特性的弹塑性分析.见:第七届土力学及基础工程学术会议论文集.北京:中国建筑工业出版社,1994.150～154
26徐日庆,龚晓南.边界面本构模型及其应用.见:第五届全国岩土力学数值分析与解析方法讨论会论文集(第一卷).武汉:武汉测绘科技大学出版社,1994.26～31
27罗晓.软土地基弹塑性地震响应分析.浙江大学博士论文,1995
28沈智刚,李相崧.边界面粘土模型及其验证.结构与地基国际学术研讨会论文集,1994,72～83
29Dafalias Y F, Herrmann L R, Denatale J S. The Bounding Surface Plasticity Model for Isotropic Cohesive Soils and Its Application at Grenoble Workshop. Constitutive Relation for Soils, ed, G Gudehus, F Darve and I Vardoulakis, 1982, 73～287
30Wimal Suaris, OuYang C S and Ferando V. M. Damage Model for Concrete Loading of Concret. ASCE, 1990, 116(5): 1020～1035
31沈珠江.土体变形特性的损伤力学模拟.见:第五届全国岩土力学数值分析与解析方法讨论会论文集(第一卷).武汉:武汉测绘科技大学出版社,1994.1～8
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