ElastoPlastic Constitutive Model of SoilStructure Interface with Slurry
ZENG Xinfa1, PENG Zhenbin1, HE Jie2, PENG Kai3,4
1School of Geoscience and InfoPhysics, Central South University, Changsha 410083, China; 2School of Civil Engineering, Hunan University of Technology, Zhuzhou 412007, China; 3HydroChina Zhongnan Engineering Corporation, Changsha 410014, China; 4Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China.
ZENG Xinfa, PENG Zhenbin, HE Jie, PENG Kai. ElastoPlastic Constitutive Model of SoilStructure Interface with Slurry[J]. Journal of Northeastern University Natural Science, 2014, 35(6): 890-893.
[1] 张治军,饶锡保,王志军,等.泥皮厚度对结构接触面力学特性影响的试验研究[J].岩土力学,2008,29(9):2433/2438.(Zhang Zhijun,Rao Xibao,Wang Zhijun,et al.Experimental study on influence of slurry thickness on mechanical behavior of interface between gravel and concrete[J].Rock and Soil Mechanics,2008,29(9):2433/2438.) [2] 张苗忠,张广兴,吴庆勇,等.钻孔桩泥皮土与桩间土性状试验研究[J].岩土工程学报,2006,28(6):695/699.(Zhang Miaozhong,Zhang Guangxing,Wu Qingyong,et al.Studies on characteristics of mudcake and soil between bored plies[J].Chinese Journal of Geotechnical Engineering,2006,28(6):695/699.) [3] 彭凯,朱俊高,伍小玉,等.不同泥皮粗粒土与结构接触面力学特性试验[J].重庆大学学报,2011,34(1):110/115.(Peng Kai,Zhu Jungao,Wu Xiaoyu,et al.Experiments on influence of slurry kinds on mechanical behavior of interface between gravel and concrete[J].Journal of Chongqing University,2011,34(1):110/115.) [4] Boulon M,Plytas C.Soil structure directionally dependent interface constitutive equations/application to the prediction of shaft friction along plies[C]//Proceedings of the 2nd International Symposium on Numerical Models in GeoMechanics.Ghent,1986:43/54. [5] Chandra S D,Shashank K P,David C.Cyclic testing and constitutive modeling of saturated sandconcrete interfaces using the disturbed state concept[J].International Journal of Geomechanics,2005,5(4):286/294. [6] Gennaro V,Frank R.Elastoplastic analysis of the international behavior between granular media and structure[J].Computers and Geotechnics,2002,29:547/572. [7] Caballero A,Willam K J,Carol I.Consistent tangent formulation for 3D interface modeling of cracking/fracture in quasibrittle materials[J].Computer Methods in Applied Mechanics and Engineering,2008,197(33):2804/2822. [8] Paster M,Zienkiewicz O C,Chan A H C.Generalized plasticity and the modeling of soil behavior[J].International Journal of Numeric and Analytical Methods in Geomechanics,1990,14:151/190. [9] Yang G H.A new strain space elastoplastic constitutive model for soil[C]//Proceedings of the Second International Conference on Soft Soil Engineering.Nanjing:Hohai University Press,1996:1/8.