Stress-strain relationship of reinforced soil considering time factor Click Copy

Stress-strain relationship of reinforced soil considering time factor

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[1] 张 伟.阿尔及利亚东西高速公路加筋土路堤设计[J].西安科技大学学报,2015,35(6):774-779. ZHANG Wei.Design of Algeria east-west highway reinforced embankment[J].Journal of Xi'an University of Science and Technology,2015,35(6):774-779. [2]邓念东,侯恩科,樊怀仁,等.基于有限元分析的加筋土挡墙结构优化设计[J].西安科技大学学报,2007,27(2):218-223. DENG Nian-dong,HOU En-ke,FAN Huai-ren,et al.Structure optimization of reinforced earth retaining wall based on finite element analysis[J].Journal of Xi'an University of Science and Technology,2007,27(2):218-223. [3]叶观宝,张 振,邢皓枫,等.面板对路堤式加筋土挡墙力学特性的影响[J].岩土力学,2012,33(3):881-886. YE Guan-bao,ZHANG Zhen,XING Hao-feng,et al.Influence of facing on mechanical behavior of reinforced retaining wall for embankment[J].Rock and Soil Mechanics,2012,33(3):881-886. [4]Tavakoli Mehrjardi G,Behrad R,Moghaddas Tafreshi S N.Scale effect on the behavior of geocell-reinforced soil[J].Geotextiles and Geomembranes,2019,47(2):154-163. [5]ZHANG C L,JIANG G L,LIU X F,et al.Arching in geogrid-reinforced pile-supported embankments over silty clay of medium compressibility:Field data and analytical solution[J].Computers and Geotechnics,2016,77:11-25. [6]Mekonnen A W,Mandal J N.Behaviour of bamboo-geogrid reinforced fly ash wall under applied strip load[J].International Journal of Geosynthetics and Ground Engineering,2017,3(3):24-33. [7]李献民,王永和,杨果林,等.高速下过渡段路基动响应特性研究[J].岩土工程学报,2004,24(1):100-104. LI Xian-min,WANG Yong-he,YANG Guo-lin,et al.Study on the dynamic response of transition section roadbed subject to high speed[J].Chinese Journal of Geotechnical Engineering,2004,24(1):100-104. [8]吴顺川,金爱兵,王金安.车辆荷载下路基挡土结构失稳机理数值模拟[J].岩土力学,2007,28(2):258-262. WU Shun-chuan,JIN Ai-bing,WANG Jin-an.Numerical simulation of failure mechanism of subgrade retaining structure under vehicle load[J].Rock and Soil Mechanics,2007,28(2):258-262. [9]Harrison W J,Gerrard C M.Elastic theory applied to reinforced earth[J].Journal of the Soil Mechanics & Foundations Division,1972,98(12):1325-1345. [10]Sawicki A.Engineering mechanics of elasto-plastic composites[J].Mechanics of Materials,1983,2(3):217-231. [11]Sawicki A,Kulczykowski M.Pre-failure behaviour of reinforced soil[J].Geotextiles & Geomembranes,1994,13(4):213-230. [12]Shukla S K,Chandra S.A generalized mechanical model for geosynthetic-reinforced foundation soil[J].Geotextiles & Geomembranes,1994,13(12):813-825. [13]周世良,刘占芳,王多垠,等.格栅加筋土挡墙数值分析的复合材料方法[J].岩石力学与工程学报,2006,25(11):2327-2334. ZHOU Shi-liang,LIU Zhan-fang,WANG Duo-gen,et al.Composite material method for numerical analysis of geogrid reinforced soil retaining wall[J].Chinese Journal of Rock Mechanics and Engineering,2006,25(11):2327-2334. [14]ZOU C,WANG Y M,LIN J Y,et al.Creep behaviors and constitutive model for high density polyethylene geogrid and its application to reinforced soil retaining wall on soft soil foundation[J].Construction and Building Materials,2016,114:763-771. [15]肖成志,栾茂田,杨 庆,等.考虑格栅蠕变性的筋土复合体应力计算方法[J].大连理工大学学报,2006,46(1):80-86. XIAO Cheng-zhi,LUAN Mao-tian,YANG Qing,et al.A calculation method of micro-stress of composite media composed of reinforcements and soils considering creep effect of geogrids[J].Journal of Dalian University of Technology,2006,46(1):80-86. [16]李丽华,王 钊,陈 轮.考虑筋材蠕变特性的加筋土流变模型[J].岩土力学,2007,28(8):1687-1690. LI Li-hua,WANG Zhao,CHEN Lun.Rheological model considering creep of geosynthetics for reinforced soil[J].Rock and Soil Mechanics,2007,28(8):1687-1690. [17]周志刚,李雨舟.基于土工格栅黏弹特性的加筋土本构模型研究[J].岩石力学与工程学报,2011,30(4):850-857. ZHOU Zhi-gang,LI Yu-zhou.Research on constitutive model of reinforced soil considering viscoelasticity of geogrids[J].Chinese Journal of Rock Mechanics and Engineering,2011,30(4):850-857. [18]周志刚,李雨舟.土工格栅蠕变特性及其黏弹塑性损伤本构模型研究[J].岩土工程学报,2011,33(12):1943-1949. ZHOU Zhi-gang,LI Yu-zhou.Creep properties and viscoelastic-plastic-damaged constitutive model of geogrid[J].Chinese Journal of Geotechnical Engineering,2011,33(12):1943-1949. [19]王 磊,朱 斌,李俊超,等.一种纤维加筋土的两相本构模型[J].岩土工程学报,2014,36(7):1326-1333. WANG Lei,ZHU Bin,LI Jun-chao,et al.Two-phase constitutive model for fiber-reinforced soil[J].Chinese Journal of Geotechnical Engineering,2014,36(7):1326-1333. [20]王 贺.静动荷载作用下高速铁路土工格栅加筋土挡墙结构行为研究[D].北京:北京交通大学,2016. WANG He.Research on structural behavior of geogrid reinforced soil retaining wall under static or dynamic loads[D].Beijing:Beijing Jiaotong University,2016. [23]邱继生,王民煌,关 虓,等.钢纤维煤矸石混凝土冻融后本构关系试验研究[J].西安科技大学学报,2018,38(5):743-750. QIU Ji-sheng,WANG Min-huang,GUAN Xiao,et al.Experimental study on constitutive relationship after freeze-thaw of steel fiber gangue concrete[D].Journal of Xi'an University of Science and Technology,2018,38(5):743-750. [24]莫介臻,周世良,何光春,等.加筋土挡墙潜在破裂面模型试验研究[J].铁道学报,2007,29(6):69-73. MO Jie-zhen,ZHOU Shi-liang,HE Guang-chun,et al.Study on potential failure surface model of reinforced soil retaining walls[J].Journal of the China Railway Society,2007,29(6):69-73. [25]曾广胜,翟金平.聚合物粘弹性及其力学模型[J].华南理工大学学报(自然科学版),2005,33(2):14-18. ZENG Guang-sheng,ZHAI Jin-ping.Viscoelasticity and its mechanical model of polymer[J].Journal of South China University of Technology(Natural Science),2005,33(2):14-18. [26]Sawicki A.Creep of geosynthetic reinforced soil retaining walls[J].Geotextiles and Geomembranes,1999,17(1):51-65.

Memo

收稿日期:2019-01-11 责任编辑:杨忠民
基金项目:安徽省交通控股集团有限公司科技项目(JKKJ-2018-14)
通信作者:马 天(1979-),男,安徽合肥人,硕士,高级工程师,E-mail:546119025@qq.com