引文
[1]张雪亮,黄树棠,等.爆破地震效应[M].北京:地震出版社,1981:1–2.(ZHANG Xue-liang,HUANG Shu-chang.Vibration effect of explode[M].Beijing:Earthquake Press,1981:1–2.)
[2]WOODS R D.Screening of surface waves in soils[J].J Soil Mech Found Div,1968,94:951–979.
[3]BESKOS D E,DASGUPTA B,VARDOULAKIS I G.Vibration isolation using open or filled trenches.Part 1:2-D homogeneous soil[J].Comput Mech,1986,1(1):43–63.
[4]DASGUPTA B,BESKOS D E,VARDOULAKIS I G.Vibration isolation using open or in-filled trenches.Part 2:3-D homogeneous soil[J].Comput Mech,1990,6:129–142.
[5]SCHMID G,CHOU W N,LE R.Shielding of structures from soil vibrations[C]//Soil Dynamic and Earthquake Engineering V,Proc Int Conf on Soil Dynamics and Earthquake Engineering.Southampton:Computational Mechanics Publications,1991:651–662.
[6]ANTES H,VON Estorff O.Dynamic response of 2D and 3D block foundations on a halfspace with inclusions[J].Soil Dyn Earthquake Eng,1994,13:305–311.
[7]TAKEMIYA H,FUJIWARA A.Wave propagation/impedimentin a stratum and wave impeding block(WIB)measured for SSI response reduction[J].Soil Dyn Earthquake Eng,1994,13:49–61.
[8]AHMAD S,AL-HUSSAINI T M,FISHMAN K L.Investigationon active isolation of machine foundations by open trenches[J].J Geotech Eng,1996,122(6):454–461.
[9]AL-HUSSAINI T M,AHMAD S.Active isolation of machine foundations by in-filled trench barriers[J].J Geotech Eng,1996,122(4):288–294.
[10]YANG Y B,HUNG H H.A parametric study of wave barriersfor reduction of train-induced vibrations[J].Int J Numer Methods Eng,1997,40;3729–3747.
[11]YANG Y B,KUO S R,HUNG H H.Frequency independent infinite element for analyzing semi-infinite problems[J].Int J Numer Methods Eng,1996,39:3553–3569.
[12]YANG Y B,HUNG H H.A parametric study of wave barriers for reduction of train-induced vibrations[J].Int J Numer Methods Eng,1997,40:3729–3747.
[13]YANG Y B,HUNG H H.A 2.5D finite/infinite element approach for modelling visco-elastic body subjected to moving loads[J].Int J Numer Methods Eng,2001,51:1317–1336.
[14]KAYNIA A M,MADSHUS C,ZACKRISSON P.Ground vibration from high-speed trains:prediction and countermeasure[J].J Geotech Geoenviron Eng,2000,126(6):531–537.
[15]JU S H.Finite element analyses of wave propagations due to high-speed train across bridges[J].Int J Numer Meth Eng,2002,54:1391–1408.
[16]HUNG H H,YANG Y B,CHANG D W.Wave barriers for Reduction of train-Induced vibrations in soils[J].Journal of Geotechnical and Geoenvironmental Engineering,ASCE,2004,130(12):1283–1291.
[17]娄建武,龙源,等.爆炸波传播的沟槽效应及分析[J].矿冶工程,2004,24(1):11–16.(LOU Jian-wu,LONG Yuan,et al.Damping ditch effect in propagation of blasting seismic wave and its analysis[J].Mining and Metallurgical Engineering,2004,24(1):11–16.)
[18]陈云敏,凌道盛,周承涛.打桩振动近场波动的数值分析和实测比较[J].振动工程学报,2002,15(2):178–184.(CHEN Yun-min,LING Dao-sheng,ZHOU Cheng-tao.Numerical analysis and test of pile driving vibration[J].Journal of Vibration Engineering,2002,15(2):178–184.)
[19]蔡袁强,王大力,等.强夯加固机理及其环境影响的数值分析[J].岩土力学,2005,26(增):159–162.(CAI Yuan-qiang,WANG Da-li,et al.Numerical analysis of dynamic compaction and environmental effect caused by compaction vibration[J].Rock and Soil Mechanics,2005,26(S):159–162.)
[20]刘奉喜,刘建坤,等.多年冻土区铁路隔振沟隔振效果的数值分析[J].中国铁道科学,2003,24(5):48–51.(LIU Feng-xi,LIU Jian-kun,et al.Numerical analysis of the vibration isolation effect of the railway vibration isolating cutting in permafrost[J].China Railway Science,2003,24(5):48–51.)
[21]赵荣欣,谢永利,等.泡沫塑料–水泥土充填沟隔振性状研究[J].西安公路交通大学学报,1998,18(1):38–42.(ZHAO Rong-xin,XIE Yong-li,et al.Behavior analysis of isolation trenches filled by foamed plastic&cement clay[J].Journal of Xi'an Highway University,1998,18(1):38–42.)
[22]郭学彬,肖正学,等.爆破地震作用的沟槽效应[J].爆破器材,1999,28(3):4–7.(GUO Xue-bin,XIAO Zheng-xue,et al.Channel effect of blasting vibration[J].Explosive Materials,1999,28(3):4–7.)
[23]WHITE Weeks,VALLIAPPAN Somasundaram,LEE K.Unified boundary for finite dynamic models.Journal of the Engi-neering Mechanics Division,ASCE,1977;103(EM5):949–964.
[24]DEGRANDE D,DE Roeck G.An absorbing boundary condition for wave propagation in saturated poroelastic mediapart I:formulation and efficiency evaluation[J].Soil Dynamic and Earthquake Engineering,1993;(12):411–421.
[25]LYSMER J,WASS G.Shear walls in plane infinite structures[J].J Eng Mech Div,ASCE,1972;98(EM 1):85–105.
[26]廖振鹏.近场波动问题的有限元解法[J].地震工程与工程振动,1984,4(2):1–14.(LIAO Zhen-peng.Finite element method of near-field wave motion[J].Earthquake Engineering and Engineering Vibration,1984,4(2):1–14.)
[27]张楚汉,赵崇斌.复杂地基中波动问题和数值模拟[J].土木工程学报,1987,20(4):83–96.(ZHANG Chu-han,ZHAO Chong-bing.Numerical analysis of wave motion in complex soils[J].China Civil Engineering Journal,1987,20(4):83–96.)
[28]王勖成,邵敏.有限单元法基本原理和数值方法[M].北京:清华大学出版社,1997:443–452.(WANG Xu-cheng,SHAO Min.Basic principles and numerical methods of finite element method[M].Beijing:Qinghua University Press,1997:443–452.)
[29]吴世明.土介质中的波[M].北京:科学出版社,1997:216–233.(WU Shi-ming.Wave propagation in soils[M].Beijing:Science Press,1997:216–233.)
[30]邓亚虹.车辆动荷载作用下路基下伏黄土暗穴稳定性分析[D].西安:长安大学,2004:28–43.(DENG Ya-hong.Numerical analysis of pavement's stability influenced by hidden holes in loess under dynamic load vehicles[D].Xi'an:Chang'an University,2004:28–43.)