桩-土动力相互作用接触面研究综述
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摘要
桩-土动力相互作用的问题是岩土工程、地震工程和结构工程的重要研究内容,其复杂性源于土动力性能和桩-土接触面的动力接触行为的复杂性,因而接触面的研究是桩-土动力相互作用的主要课题之一。回顾了接触面的研究历程和现状,介绍了接触面的变形机理和接触面数值计算方法,阐述了桩-土接触面分离和滑移的判断方法,并对今后的研究提出了几点看法。
The pile-soil dynamic interaction is an important research content in the field of the geotechnical,seismic and structural engineering.The soil dynamic property and the dynamic contact character of pile-soil interface are complex to the research of the pile-soil dynamic interaction,so the research is a leading topic.The researching history and status of the interface are reviewed,the deformation mechanism of the interface and the numerical calculation method are introduced,and the judgment method of separation and slippage of the pile-soil interface is elaborated.Finally,some viewpoints for the further research are put forward.
The pile-soil dynamic interaction is an important research content in the field of the geotechnical,seismic and structural engineering.The soil dynamic property and the dynamic contact character of pile-soil interface are complex to the research of the pile-soil dynamic interaction,so the research is a leading topic.The researching history and status of the interface are reviewed,the deformation mechanism of the interface and the numerical calculation method are introduced,and the judgment method of separation and slippage of the pile-soil interface is elaborated.Finally,some viewpoints for the further research are put forward.
引文
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[2]Desai C S,Zammzm M M,Lightner J G,et al.Thin layer ele-ment for interfaces and joints[J].International Journal for Numericaland Analytical Methods in Geomechanics,1984,(1):19-43.
[3]Clough G W,Duncan J M.Finite element analysis of retainingwall behavior[J].Journal of the Soil Mechanics and Foundations,ASCE,1971,(SM12):1657-1672.
[4]Wolf J P.Soil-structure interaction with separation of base fromsoil(lifting-off)[J].Nuclear Engineering and Design,1976,38(2):357-384.
[5]Toki K,et al.Separation and sliding between soil and structureduring strong ground motion[J].Earthquake Engineering&Structural Dynamics,1981,(9):263-277.
[6]Toki K F,Miura.Non-linear seismic response analysis of soil-structure interaction systems[J].Earthquake Engineering&Structural Dynamics,1983,(11):77-89.
[7]扶长生,等.具有埋入基础的土-结构系统的非线性地震响应分析[J].地震工程与工程振动,1987,7(1):45-56.
[8]Zaman M M,Desai C S,Drumm E C.Interface model for dy-namic soil-structure interaction[J].Journal of Geotechnical En-gineering,ASCE,1984,110(GT9):1257-1273.
[9]Drumm E C,C S Desai.Determination of Parameters for A Modelfor the Cyclic Behaviour of Interfaces[J].Earthquake Engineering&Structural Dynamics,1986,141(18):1-18.
[10]殷宗泽,朱泓,许国华.土与结构材料接触面的变形及其数学模拟[J].岩土工程学报,1994,16(3):14-22.
[11]张嘎,张建民.粗粒土与结构接触面统一本构模型及试验验证[J].岩土工程学报,2005,27(10):1175-1179.
[12]张嘎,张建民.土与结构接触面弹塑性本构模型用于单桩与地基相互作用分析[J].工程力学,2006,23(2):72-77.
[13]张嘎,张建民.用接触面弹塑性损伤模型分析群桩基础[J].清华大学学报,2005,45(6):780-783.
[14]齐良锋,简浩,唐丽云.引入接触单元模拟桩土共同作用[J].岩土力学,2005,26(1):127-130.
[15]王满生,周锡元,胡聿贤.桩土动力分析中接触模型的研究[J].岩土工程学报,2005,27(6):616-620.
[16]卢华喜,尚守平,余俊.桩-土动力分析中二维接触模型的研究[J].工程力学,2007,24(9):129-134.
[17]Potyondy J G.Skin friction between various soils and construc-tion material[J].Geotechnique,1961,11(4):339-53.
[18]Brandt J R T.Behavior of sod-concrete interfaces(Ph D Thesis)[D].Edmonton,Alberta,Canada University of Alberta,1985.
[19]殷宗泽,朱忍,许国华.土与结构材料接触面的变形及其数学模拟[J].岩土工程学报,1994,16(3):14-22.
[20]胡黎明,土与结构物接触面力学特性研究[D].北京:清华大学,2000.
[21]Uesugi M,Kishida H.Influential factors of between steel anddry sands[J].Soils and Foundations,1986,26(2):33-46.
[22]Uesugi M,Kishida H.Frictional resistance at yield between dry sandand mild steel[J].Soils and Foundations,1986,26(4):139-149.
[23]Uesugi M,Kishida H,Tsubaldhara Y.Friction between sandand steel under repeated loading[J].Soils and Foundations,1989,29(3):127-137.
[24]Desai C S,Ma Y.Modeling of joints and interfaces using the dis-turbed-state concept[J].International Journal for Numerical andAnalytical Methods in Geomechanics,1992,(16):623-653.
[25]Desai C S,Nagaraj B K.Discussion modeling for cyclic normaland shear behavior of interfaces[J].Journal of Geotechnical En-gineering,1990,116(7):1870-1880.
[26]Desai C S,Rigby D B.Cyclic interface and joint shear device in-cluding pore pressure effects[J].Journal of Geotechnical andGeo-environmental Engineering,ASCE,1997,123(6):568-579.
[27]Fakharian K,Evgin E.Cyclic simple-shear behavior of sand-steelinterfaces under constant normal stiffness condition[J].Journalof Geotechnical and Geo-environmental Engineering,1997,123(12):1096-1105.
[28]Chen Z,Schreyer H L.Simulation of soil-concrete interfaceswith non-local constitutive model[J].Journal of Engineering Me-chanics,ASCE,1987,113(11):1665-1677.
[29]余培基,秦蔚琴.粗糙接触面的动剪模量,岩石与土工建筑物相互作用,课题4:散粒体地基上土石坝混凝土防渗墙研究研究成果汇编(1989-1992)[R].北京:水利水电科学研究院,1993:129-134.
[30]余培基,秦蔚琴.在共振柱仪上研究接触面的动力变形特性[J].水利学报,1995,26(1):81-85.
[31]Ghaboussi J,Wilson E L,Isenberg J.Finite element for rockjoints and interfaces[J].Journal of the Soil Mechanics and Foun-dation Division,ASCE,1973,99(10):833-848.
[2]Desai C S,Zammzm M M,Lightner J G,et al.Thin layer ele-ment for interfaces and joints[J].International Journal for Numericaland Analytical Methods in Geomechanics,1984,(1):19-43.
[3]Clough G W,Duncan J M.Finite element analysis of retainingwall behavior[J].Journal of the Soil Mechanics and Foundations,ASCE,1971,(SM12):1657-1672.
[4]Wolf J P.Soil-structure interaction with separation of base fromsoil(lifting-off)[J].Nuclear Engineering and Design,1976,38(2):357-384.
[5]Toki K,et al.Separation and sliding between soil and structureduring strong ground motion[J].Earthquake Engineering&Structural Dynamics,1981,(9):263-277.
[6]Toki K F,Miura.Non-linear seismic response analysis of soil-structure interaction systems[J].Earthquake Engineering&Structural Dynamics,1983,(11):77-89.
[7]扶长生,等.具有埋入基础的土-结构系统的非线性地震响应分析[J].地震工程与工程振动,1987,7(1):45-56.
[8]Zaman M M,Desai C S,Drumm E C.Interface model for dy-namic soil-structure interaction[J].Journal of Geotechnical En-gineering,ASCE,1984,110(GT9):1257-1273.
[9]Drumm E C,C S Desai.Determination of Parameters for A Modelfor the Cyclic Behaviour of Interfaces[J].Earthquake Engineering&Structural Dynamics,1986,141(18):1-18.
[10]殷宗泽,朱泓,许国华.土与结构材料接触面的变形及其数学模拟[J].岩土工程学报,1994,16(3):14-22.
[11]张嘎,张建民.粗粒土与结构接触面统一本构模型及试验验证[J].岩土工程学报,2005,27(10):1175-1179.
[12]张嘎,张建民.土与结构接触面弹塑性本构模型用于单桩与地基相互作用分析[J].工程力学,2006,23(2):72-77.
[13]张嘎,张建民.用接触面弹塑性损伤模型分析群桩基础[J].清华大学学报,2005,45(6):780-783.
[14]齐良锋,简浩,唐丽云.引入接触单元模拟桩土共同作用[J].岩土力学,2005,26(1):127-130.
[15]王满生,周锡元,胡聿贤.桩土动力分析中接触模型的研究[J].岩土工程学报,2005,27(6):616-620.
[16]卢华喜,尚守平,余俊.桩-土动力分析中二维接触模型的研究[J].工程力学,2007,24(9):129-134.
[17]Potyondy J G.Skin friction between various soils and construc-tion material[J].Geotechnique,1961,11(4):339-53.
[18]Brandt J R T.Behavior of sod-concrete interfaces(Ph D Thesis)[D].Edmonton,Alberta,Canada University of Alberta,1985.
[19]殷宗泽,朱忍,许国华.土与结构材料接触面的变形及其数学模拟[J].岩土工程学报,1994,16(3):14-22.
[20]胡黎明,土与结构物接触面力学特性研究[D].北京:清华大学,2000.
[21]Uesugi M,Kishida H.Influential factors of between steel anddry sands[J].Soils and Foundations,1986,26(2):33-46.
[22]Uesugi M,Kishida H.Frictional resistance at yield between dry sandand mild steel[J].Soils and Foundations,1986,26(4):139-149.
[23]Uesugi M,Kishida H,Tsubaldhara Y.Friction between sandand steel under repeated loading[J].Soils and Foundations,1989,29(3):127-137.
[24]Desai C S,Ma Y.Modeling of joints and interfaces using the dis-turbed-state concept[J].International Journal for Numerical andAnalytical Methods in Geomechanics,1992,(16):623-653.
[25]Desai C S,Nagaraj B K.Discussion modeling for cyclic normaland shear behavior of interfaces[J].Journal of Geotechnical En-gineering,1990,116(7):1870-1880.
[26]Desai C S,Rigby D B.Cyclic interface and joint shear device in-cluding pore pressure effects[J].Journal of Geotechnical andGeo-environmental Engineering,ASCE,1997,123(6):568-579.
[27]Fakharian K,Evgin E.Cyclic simple-shear behavior of sand-steelinterfaces under constant normal stiffness condition[J].Journalof Geotechnical and Geo-environmental Engineering,1997,123(12):1096-1105.
[28]Chen Z,Schreyer H L.Simulation of soil-concrete interfaceswith non-local constitutive model[J].Journal of Engineering Me-chanics,ASCE,1987,113(11):1665-1677.
[29]余培基,秦蔚琴.粗糙接触面的动剪模量,岩石与土工建筑物相互作用,课题4:散粒体地基上土石坝混凝土防渗墙研究研究成果汇编(1989-1992)[R].北京:水利水电科学研究院,1993:129-134.
[30]余培基,秦蔚琴.在共振柱仪上研究接触面的动力变形特性[J].水利学报,1995,26(1):81-85.
[31]Ghaboussi J,Wilson E L,Isenberg J.Finite element for rockjoints and interfaces[J].Journal of the Soil Mechanics and Foun-dation Division,ASCE,1973,99(10):833-848.
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