| [7] |
罗 汀，姚仰平. 岩土材料应力路径无关硬化参量的构成方法[J]. 岩土力学，2007，28(1)：69-76.(LUO Ting，YAO Yangping. Method for developing hardening parameter independent of stress path for geomaterials[J]. Rock and Soil Mechanics，2007，28(1)：69-76.(in Chinese))
|
| [2] |
黄文熙，濮家骝，陈愈炯. 土的硬化规律和屈服函数[J]. 岩土工程学报，1981，3(3)：19-26.(HUANG Wenxi，PU Jialiu，CHEN Yujiong. Hardening rule and yield function for soils[J]. Chinese Journal of Geotechnical Engineering，1981，3(3)：19-26.(in Chinese))
|
| [22] |
MOROTO N. Shearing deformation of granular materials such as sand[R]. Hachinohe，Japan：Department of Civil Engineering，Hachinohe Institute of Technology，1980.
|
| [1] |
龚晓南. 土塑性力学[M]. 杭州：浙江大学出版社，1999：105-111. (GONG Xiaonan. Soil plasticity[M]. Hangzhou：Zhejiang University Press，1999：105-111.(in Chinese))
|
| [11] |
姚仰平，侯 伟，罗 汀. 土的统一硬化模型[J]. 岩石力学与工程学报，2009，28(10)：2 135-2 151.(YAO Yangping，HOU Wei，LUO Ting. Unified hardening model for soils[J]. Chinese Journal of Rock Mechanics and Engineering，2009，28(10)：2 135-2 151.(in Chinese))
|
| [21] |
GOVONI L. A numerical investigation on the yield surface for shallow foundations embedded in sand[J]. Computers and Geotechnics，2018，94：83-94.
|
| [5] |
路德春，李晓强，梁靖宇，等. 基于特征应力的正常固结土三维弹塑性本构模型[J]. 岩土工程学报，2019，41(1)：50-59.(LU Dechun，LI Xiaoqiang，LIANG Jingyu，et al. 3D elastoplastic constitutive model for normally consolidated soils based on characteristic stress[J]. Chinese Journal of Geotechnical Engineering，2019，41(1)：50-59.(in Chinese))
|
| [8] |
彭芳乐，白晓宇，亚 辛，等. 砂土应力路径不相关的修正塑性功硬化参量与函数[J]. 岩石力学与工程学报，2008，27(6)：1 171-1 180. (PENG Fangle，BAI Xiaoyu，YA Xin，et al. Modified plastic-work hardening parameter and function independent of stress path for sandy soil[J]. Chinese Journal of Rock Mechanics and Engineering，2008，27(6)：1 171-1 180.(in Chinese))
|
| [10] |
YAO Y P，SUN D A，MATSUOKA H. A unified constitutive model for both clay and sand with hardening parameter independent on stress path[J]. Computers and Geotechnics，2007，35(2)：210-222.
|
| [12] |
姚仰平，田 雨，周安楠，等. 土的统一硬化函数的构造[J]. 中国科学：技术科学，2019，49(1)：26-34.(YAO Yangping，TIAN Yu，ZHOU Annan，et al. Unified hardening law for soils and its construction[J]. Scientia Sinica Technologica，2019，49(1)：26-34.(in Chinese))
|
| [6] |
万 征，孟 达，宋琛琛，等. 状态变量相关三维饱和黏土结构性本构模型[J]. 岩石力学与工程学报，2020，39(4)：817-828.(WAN Zheng，MENG Da，SONG Chenchen，et al. A three-dimensional structural constitutive model of saturated clays related to state variables[J]. Chinese Journal of Rock Mechanics and Engineering，2020，39(4)：817-828.(in Chinese))
|
| [15] |
LADE P V，DUNCAN J M. Elastoplastic stress-strain theory for cohesionless soil[J]. Journal of the Geotechnical Engineering Division，ASCE，1975，101(GT10)：1 037-1 053.
|
| [16] |
KRENK S. Characteristic state plasticity for granular materials Part I：Basic theory[J]. International Journal of Solids and Structures，2000，37(43)：6 343-6 360.
|
| [18] |
GUO R P，LI G X. Elasto-plastic constitutive model for geotechnical materials with strain-softening behaviour[J]. Computers and Geosciences，2008，34(1)：14-23.
|
| [20] |
刘新荣，钟祖良，张永兴，等. 以塑性功为硬化参数的Q2原状黄土弹塑性模拟[J]. 岩土力学，2009，30(5)：1 215-1 220.(LIU Xinrong，ZHONG Zuliang，ZHANG Yongxing，et al. Elastoplastic modeling of unsaturated intact Q2 loess with plastic work as hardening parameter [J]. Rock and Soil Mechanics，2009，30(5)：1 215-1 220. (in Chinese))
|
| [25] |
马险峰，刘 畅，徐良义. 修正双屈服面模型在软土基坑开挖中的应用[J]. 岩石力学与工程学报，2019，38(增2)：3 883-3 893.(MA Xianfeng，LIU Chang，XU Liangyi. Application of modified double- yield surface model in foundation excavation of soft soil[J]. Chinese Journal of Rock Mechanics and Engineering，2019，38(Supp.2)：3 883-3 893.(in Chinese))
|
| [26] |
任 放，盛 谦，常燕庭. 岩土类工程材料的蛋形屈服函数[J]. 岩土工程学报，1993，15(4)：33-39.(REN Fang，SHENG Qian，CHANG Yanting. Egg shaped yield function for geotechnical engineering materials[J]. Chinese Journal of Geotechnical Engineering，1993，15(4)：33-39.(in Chinese))
|
| [3] |
PARK D S，KUTTER B L. Sensitive bounding surface constitutive model for structured clay[J]. International Journal for Numerical and Analytical Methods in Geomechanics，2016，40(14)：1 968-1 987.
|
| [9] |
王靖涛，周保春. 论土体本构关系对应力路径的依赖性[J]. 岩石力学与工程学报，2008，27(增1)：2 269-2 674.(WANG Jingtao，ZHOU Baochun. Demonstration on dependency of constitutive relations of soils with stress paths[J]. Chinese Journal of Rock Mechanics and Engineering，2008，27(Supp.1)：2 269-2 674.(in Chinese))
|
| [13] |
徐日庆，杨林德，龚晓南. 土的边界面应力应变本构关系[J]. 同济大学报：自然科学版，1997，25(1)：29-33.(XU Riqing，YANG Linde，GONG Xiaonan. Stress-strain constitutive relationship of boundary surface of soils[J]. Journal of Tongji University：Natural Science，1997，25(1)：29-33.(in Chinese))
|
| [19] |
曾军军，卢廷浩. 考虑土体结构性的弹塑性软化模型[J]. 岩土力学，2007，28(6)：1 901-1 904.(ZENG Junjun，LU Tinghao. An elastoplastic softening model of structured soil[J]. Rock and Soil Mechanics，2007，28(6)：1 901-1 904.(in Chinese))
|
| [29] |
姚仰平，侯 伟，周安楠. 基于Hvorslev面的超固结土本构模型[J]. 中国科学：技术科学，2007，37(11)：1 417-1 429.(YAO Yangping，HOU Wei，ZHOU Annan. A overconsolidated clay constitutive model based on Hvorslev envelope[J]. Scientia Sinica Technologica，2007，37(11)：1 417-1 429.(in Chinese))
|
| [4] |
ZHOU C，LEROUEIL S，FAFARD M，et al. Constitutive modeling of kinematic hardening behavior of saturated anisotropic soils[J]. International Journal of Geomechanics，2017，17(3)：1-17.
|
| [14] |
王兴陈. 基于物理性质的土体强度和变形特性研究[博士学位论文][D]. 杭州：浙江大学，2014.(WANG Xingchen. Study on properties of strength and deformation of soil based on physical characteristics[Ph. D. Thesis][D]. Hangzhou：Zhejiang University，2014.(in Chinese))
|
| [24] |
马险峰，望月秋利，蔡 敏. 采用修正塑性功硬化参数的双屈服面模型及应用[J]. 岩石力学与工程学报，2009，28(3)：605-612.(MA Xianfeng，MOCHIZUKI Akitoshi，CAI Min. A double-yield surface model with revised plastic work as hardening parameter and its application[J]. Chinese Journal of Rock Mechanics and Engineering，2009，28(3)：605-612.(in Chinese))
|
| [28] |
NAKAI T，HINOKIO M. A simple elastoplastic model for normally and over consolidated soils with unified material parameters[J]. Soils and Foundations，2004，44(2)：53-70.
|
| [17] |
LADE P V，JAKOBSEN K P. Incrementalization of a single hardening constitutive model for frictional materials[J]. International Journal for Numerical and Analytical Methods in Geomechanics，2002，26(7)：647-659.
|
| [23] |
彭芳乐，白晓宇，谭 轲，等. 基于修正塑性功函数的砂土硬-软化本构模型[J]. 同济大学学报：自然科学版，2009，37(6)：720-726.(PENG Fangle，BAI Xiaoyu，TAN Ke，et al. An elasto-plastic constitutive model with hardening-softening behavior for sandy soil based on modified-plastic work state function[J]. Journal of Tongji University：Natural Science，2009，37(6)：720-726.(in Chinese))
|
| [27] |
JIANG J Q，XU R Q，YU J L，et al. A practical constitutive theory based on egg-shaped function in elasto-plastic modeling for soft clay[J]. Journal of Central South University，2020，27(8)：2 424- 2 439.
|
2021, Vol. 40 
