Citation: | BIAN Shi-hai, LI Guo-ying, WEI Kuang-min, ZHOU Jian. Generalized plasticity model for rockfill materials[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(6): 996-1003. DOI: 10.11779/CJGE201706004 |
[1] |
ZIENKIEWICZ O C, MROZ Z. Generalized plasticity formulation and applications to geomechanics[C]// Mechanics of Engineering Materials. New York, 1984: 655-679.
|
[2] |
PASTOR M, ZIENKIEWICZ O C. A generalized plasticity, hierarchial model for sand under monotonic and cyclic loading[C]// Numerical Methods in Geomechanics. London, 1986: 131-150.
|
[3] |
PASTOR M, ZIENKIEWICZ O C, CHAN A H C. Generalized plasticity and the modeling of soil behavior[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1990, 14: 151-190.
|
[4] |
邹德高, 徐 斌, 孔宪京, 等. 基于广义塑性模型的高面板堆石坝静、动力分析[J]. 水力发电学报, 2011, 30(6): 109-116. (ZOU De-gao, XU Bin, KONG Xian-jing, et al. Static and dynamic analysis of high concrete-faced rockfill dam based on generalized plastic model[J]. Journal of Hydroelectric Engineering, 2011, 30(6): 109-116. (in Chinese))
|
[5] |
LING H I, LIU H. Pressure-level dependency and densification behavior of sand through a generalized plasticity model[J]. J Eng Mech, 2003, 129(8): 851-860.
|
[6] |
LING H I, YANG S. Unified sand model based on the critical state and generalized plasticity[J]. J Eng Mech, 2006, 132(12): 1380-1391.
|
[7] |
陈生水, 傅中志, 韩华强. 一个考虑颗粒破碎的堆石料弹塑性本构模型[J]. 岩土工程学报, 2011, 33(10): 1489-1495. (CHEN Sheng-shui, FU Zhong-zhi, HAN Hua-qiang. An elastoplastic model for rockfill materials considering particle breakage[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(10): 1489-1495. (in Chinese))
|
[8] |
王占军, 陈生水, 傅中志. 堆石料剪胀特性与广义塑性模型[J]. 岩土力学, 2015, 36(7): 1931-1938. (WANG Zhan-jun, CHEN Sheng-shui, FU Zhong-zhi. Dilatancy behaviors and generalized plasticity constitutive model of rockfill materials[J]. Rock and Soil Mechanics, 2015, 36(7): 1931-1938. (in Chinese))
|
[9] |
朱 晟, 魏匡民, 林道通. 筑坝土石料的统一广义塑性本构模[J]. 岩土工程学报, 2014, 36(8): 1394-1399. (ZHU Sheng, WEI Kuang-min, LIN Dao-tong. Generalized plasticity model for soil and coarse-grained dam materials[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(8): 1394-1399. (in Chinese))
|
[10] |
WEI K M, ZHU S. A generalized plasticity model to predict behaviors of the concrete-faced rock-fill dam under complex loading conditions[J]. European Journal of Environmental and Civil Engineering, 2013, 17(7): 579-597.
|
[11] |
NAKAI T. An isotropic hardening elastoplastic model considering the stress path dependency in three-dimensional stresses[J]. Soils and Foundations, 1989, 29: 119-139.
|
[12] |
LIU H, ZOU D. An associated generalized plasticity framework for modeling gravelly soils considering particle breakage[J]. Journal of Engineering Mechanics (ASCE), 2013, 139(5): 606-615.
|
[13] |
LIU H, ZOU D, LIU J. Constitutive modeling of dense gravelly soils subjected to cyclic loading[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2014, 38: 1503-1518.
|
[14] |
刘恩龙, 陈生水, 李国英, 等. 堆石料的临界状态与考虑颗粒破碎的本构模型[J]. 岩土力学, 2011, 32(增刊2): 148-154. (LIU En-long, CHEN Sheng-shui, LI Guo-ying, et al. Critical state of rockfill materials and a constitutive model considering grain crushing[J]. Rock and Soil Mechanics, 2011, 32(S2): 148-154. (in Chinese))
|
[15] |
XIAO Y, LIU H, CHEN Y, et al. Testing and modeling of the state-dependent behaviors of rockfill material[J]. Comput Geotech, 2014, 61: 153-165.
|
[16] |
XIAO Y, LIU H, CHEN Y, et al. State-dependent constitutive model for rockfill materials[J]. Int J Geomech, 2015, 04014075.
|
[17] |
LI X S, DAFALIAS Y F. Dilatancy for cohesionless soils[J]. Géotechnique, 2000, 50(4): 449-60.
|
[18] |
姚仰平, 万 征, 陈生水. 考虑颗粒破碎的动力UH 模型[J]. 岩土工程学报, 2011, 33(7): 1036-1044. (YAO Yang-ping, WAN Zheng, CHEN Sheng-shui. Dynamic UH model considering particle crushing[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(7): 1036-1044. (in Chinese))
|
[19] |
YAO Y P, YAMAMOTO H, WANG N D. Constitutive model considering sand crushing[J]. Soils and Foundations, 2008, 48(4): 603-608.
|
[20] |
姚仰平, 黄 冠, 王乃东. 堆石料的应力-应变特性及其三维破碎本构模型[J]. 工业建筑, 2011, 41(9): 12-17. (YAO Yang-ping, HUANG Guan, WANG Nai-dong. Stress-strain characteristic and three-dimensional constitutive model of rockfill considering crushing[J]. Industrial Construction, 2011, 41(9): 12-17. (in Chinese))
|
[21] |
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, 2008, 35: 210-222.
|
[22] |
邹德高, 付 猛, 刘京茂, 等. 粗粒料广义塑性模型对不同应力路径适应性研究[J]. 大连理工大学学报, 2013, 53(5): 702-709. (ZOU De-gao, FU Meng, LIU Jing-mao, et al. Study of adaptability of generalized plastic model of coarse grained soil under various stress paths[J]. Journal of Dalian University of Technology, 2013, 53(5): 702-709. (in Chinese))
|
[23] |
LADE P V, DUNCAN J M. Elastoplastic stress-strain theory for cohesionless soil[J]. Journal of the Geotechnical Engineering Division, 1975, 101(10): 1037-1053.
|
[24] |
杨 光, 孙 逊, 于玉贞, 等. 不同应力路径下粗粒料力学特性试验研究[J]. 岩土力学, 2010, 31(4): 1118-1122. (YANG Guang, SUN Xun, YU Yu-zhen, et al. Experimental study of mechanical behavior of a coarse-grained material under various stress paths[J]. Rock and Soil Mechanics, 2010, 31(4): 1118-1122. (in Chinese))
|
[25] |
朱 晟, 王永明, 胡祥群. 免疫遗传算法在土石坝筑坝粗粒料本构模型参数反演中的应用研究[J]. 岩土力学, 2010, 31(3): 961-966. (ZHU Sheng, WANG Yong-ming, HU Xiang-qun. Application of immune genetic algorithm to back analysis for parameters in model of rockfill dam coarse grain materials[J]. Rock and Soil Mechanics, 2010, 31(3): 961-966. (in Chinese))
|
[1] | Rock landslide early warning in open-pit mine based on rockfall video monitoring[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20240026 |
[2] | CAI Yuebo, XIANG Yan, SHENG Jinbao, MENG Ying. Deep-water detection, monitoring, early warning and treatment of emergencies of major water conservancy projects: a review[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(3): 441-458. DOI: 10.11779/CJGE20221480 |
[3] | ZHOU Chun-hua, LI Yun-an, YIN Jian-min, WANG Yang, ZHOU Chao, GUO Xi-feng. Multivariate early warning method for rockbursts based on comprehensive microseismic and electromagnetic radiation monitoring[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(3): 457-466. DOI: 10.11779/CJGE202003007 |
[4] | YANG Guang-yu, JIANG Fu-xing, QU Xiao-cheng, LI Lin, WEI Quan-de, LI Nai-lu. Comprehensive monitoring and early warning technology for rock burst of tunneling face with thick coal seams[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(10): 1949-1958. DOI: 10.11779/CJGE201910021 |
[5] | ZHAO Jiu-bin, LIU Yuan-xue, LIU Na, HU Ming. Association rules of monitoring and early warning by using landslides FRPFP model—Case study of Jiangjin-Fengjie reach in Three Gorges Reservoir area[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(3): 492-500. DOI: 10.11779/CJGE201903011 |
[6] | XU Yang-qing, CHENG Lin. Analysis processing of monitoring data and forecast and early warning system of foundation pits[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(zk1): 219-224. DOI: 10.11779/CJGE2014S1038 |
[7] | JIANG Peng-ming, MEI Ling, JI Pei-xiang, ZHOU Ai-zhao. Development and application of monitoring and warning system geological disasters of slope in Zhenjiang Martyrs Cemetery[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(zk1): 340-345. |
[8] | WANG Wei, SHEN Zhenzhong, LI Taofan. Safety early warning evaluation model for dams based on coupled method of genetic algorithm and adapting particle swarm optimization algorithm[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(8): 1242-1247. |
[9] | MA Fuheng, HE Xinwang, WU Guangyao. Risk early-warning index system for earth and rockfill dams[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(11): 1734-1737. |
[10] | YU Yuzhen, LIN Hung chou, LI Guangxin. Analysis of finite element method for early warning of landslide[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(8): 1264-1267. |