Citation: | YE Sheng, ZHANG Yu, TIAN Qinyu, LIU Keji, CHAI Zhaolong, WANG Guanqiao, ZHANG Si. A Nonlinear Lateral Stress-Strain Model of Intact Loess in Plane Strain Unloading Conditions[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(3): 231-236. doi: 10.3724/j.gyjzG23010307 |
[1] |
谢定义,邢义川. 黄土土力学[M]. 北京:高教育出版社,2016:3- 20.
|
[2] |
张玉,邵生俊. 平面应变加、卸荷条件下黄土的非线性变形特性的研究[J]. 岩土工程学报,2015,37(增刊1):185- 190.
|
[3] |
张玉,邵生俊. 平面应变条件下黄土的竖向加载变形与强度特性分析[J]. 土木工程学报,2016,49(3):112- 121.
|
[4] |
谢定义,齐吉琳,张振中. 考虑土结构性的本构关系[J]. 土木工程学报,2000,33(4):35- 41.
|
[5] |
TEUNISSEN J. The influence of the intermediate stress on the plane strain strength[J]. Computers and Geotechnics,2022,152,104983.
|
[6] |
NI P P,MEI G X,ZHAO Y L,et al. Plane strain evaluation of stress paths for supported excavations under lateral loading and unloading[J]. Soils and Foundations,2018,58(1):146- 159.
|
[7] |
XU L F,WONG K K,FABBRI A,et al. Loading-unloading shear behavior of rammed earth upon varying clay content and relative humidity conditions[J]. Soils and Foundations,2018,58(4):1001- 1015.
|
[8] |
邵龙潭,阎崇超,曾飞涛. 土工平面应变仪压力室的改进[J]. 岩土力学,2017,38(5):1251- 1257,1266.
|
[9] |
邵生俊,罗爱忠,邓国华,等. 一种新型真三轴仪的研制与开发[J]. 岩土工程学报,2009,31(8):1172- 1179.
|
[10] |
施维成,朱俊高,张坤勇,等. 平面应变条件下粗粒土的变形特性试验研究[J]. 岩土力学,2013,34(1):101- 108.
|
[11] |
张玉,邵生俊,刘瑾,等. 平面应变加、卸荷条件下考虑初始应力的原状黄土强度与变形特性试验研究[J]. 土木工程学报,2019,52(5):90- 100.
|
[12] |
陈志涛. 平面应变状态侧向卸荷路径下粉土强度及变形试验研究[D]. 郑州:华北水利水电大学,2019.
|
[13] |
MEDZVIECKAS J,DIRGĖLIENĖ N,ŠARŪNAS S. Stress-strain states differences in specimens during triaxial compression and direct shear tests[J]. Procedia Engineering,2017,172:739- 745.
|
[14] |
杨倩. 平面应变条件下黄土结构性力学特性及其演化规律研究[D]. 西安:西安工业大学,2021.
|
[15] |
张玉,邵生俊,王丽琴,等. 平面应变条件下土的强度准则分析及验证[J]. 岩土力学,2015,36(9):2501- 2509.
|
[16] |
ZHANG Y,ZHAO Y,LIU J,et al. An experimental study on the deformation and strength characteristics of Q3 loess under a plain strain anisotropic consolidation condition[J]. Advances in Civil Engineering,2021(3):1- 13.
|