加筋土挡墙动力特性研究进展
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摘要
加筋土挡墙表现出很好的抗震性能,对于加筋土挡墙的动力特性研究有利于更好地弄清楚其工作机理,为加筋土挡墙在动荷区特别是地震区的更广泛应用奠定基础。根据大量文献资料,从试验研究、数值模拟和传统的拟静力方法等三个方面阐述了目前加筋土挡墙动力特性的研究进展,并对今后的研究作了展望。
Reinforced soil retaining walls(RSWs) are of good aseismic performance.Study on the dynamic properties of RSWs is helpful for making the working mechanism clear,which will extend more application of RSWs in the dynamic area,especially in the earthquake zones.According to numbers of documents,the current research status of the dynamic properties of RSWs in three aspects as of experimental studies,numerical methods and theoretical methods is summarized and the future research on the dynamic properties of RSWs is prospected.
Reinforced soil retaining walls(RSWs) are of good aseismic performance.Study on the dynamic properties of RSWs is helpful for making the working mechanism clear,which will extend more application of RSWs in the dynamic area,especially in the earthquake zones.According to numbers of documents,the current research status of the dynamic properties of RSWs in three aspects as of experimental studies,numerical methods and theoretical methods is summarized and the future research on the dynamic properties of RSWs is prospected.
引文
[1]伍永胜.加筋土挡墙动力特性及抗震设计方法研究[D].长沙:湖南大学,2006.
[2]周世良.格栅加筋土挡墙结构特性及破坏机理研究[D].重庆:重庆大学,2005.
[3]陈忠达.公路挡土墙设计[M].北京:人民交通出版社,1999.
[4]Sandri D.A summary of reinforced soil structures performance inthe greater Los Angeles area after the Northridge earthquake[J].Mechanically Stabilized Backfill,1997:433-442.
[5]Tatsuoka F,Tateyama M,Mohri Y,et al.Remedial treatmentof soil structures using geosynthetic-reinforcing technology[J].Geotextiles and Geomembranes.2007,25:204-220.
[6]Ling H I,Leshchinsky D,Chou N N S.Post-earthquake investi-gation on several geosynthetic-reinforced soil retaining walls andslopes during 1999 Ji-Ji earthquake of Taiwan[J].Soil Dynamicsand Earthquake Engineering,2001,21(4):297-313.
[7]周德培,张建经,汤涌.汶川地震中道路边坡工程震害分析[J].岩石力学与工程学报,2010,29(3):565-576.
[8]Richardson G N,Lee K L.Seismic design of reinforced earthwalls[J].ASCE,Journal of the Geotechnical Engineering Divi-sion.1975.101(2):167-188.
[9]Sakaguchi M.A study of the seismic behavior of geosynthetic rein-forced walls in Japan[J].Geosynthetics International,1996,3(1):13-30.
[10]El-Emam M M,Bathurst R J.Experimental design,instrumen-tation and interpretation of reinforced soil wall response using ashaking table[J].International Journal of Physical Modelling inGeotechnics,2004,4(4):13-32.
[11]El-Emam M M,Bathurst R J.Facing contribution to seismic re-sponse of reduced-scale reinforced soil walls[J].GeosyntheticsInternational,2005,12(3):215-238.
[12]El-Eman M M,Bathurst R J.Influence of reinforcement param-eters on the seismic response of reduced-scale reinforced soil re-taining walls[J].Geotextiles and Geomembranes,2007,25(1):33-49.
[13]罗书学,陈禄生,吴西良.动力作用下加筋土挡墙的试验研究和有限元分析[J].四川建筑科学研究,1995,(2):32-36.
[14]甘亚南,李庆华,王冬梅.双面加筋挡土墙结构在高烈度地震区应用的研究[J].焦作工学院学报:自然科学版,2004,23(7):310-314.
[15]Ling H I,Mohri Y,Leshchinsky D,et al.Large-scale shakingtable tests on modular-block reinforced soil retaining walls[J].Journal of Geotechnical and Geoenvironmental Engineering,2005,131(4):465-476.
[16]李昀,杨果林,林宇亮.水平地震作用下绿色加筋格宾挡土墙动力特性试验研究[J].中南大学学报:自然科学版,2010,41(1):347-352.
[17]程火焰,周亦唐,钟国强.加筋土挡土墙地震动力特性研究[J].公路交通科技,2004,21(9):16-20.
[18]夏才初,李永盛.地下工程测试理论与监测技术[M].上海:同济大学出版社,2006.
[19]Sakaguchi M,Yamada K,Tanaka M.Prediction of deformationof geotextile reinforced walls subjected to earthquakes[J].geomembranes and related products,singapore,1994:521-524.
[20]Porbaha A,Goodings D J.Centrifuge Modeling of Geotextile-Reinforced Cohesive Soil Retaining Walls[J].GeotechnicalEngineering,ASCE,1996,122(10):840-848.
[21]Takahashi A,Takemura J,Izawa J.Dynamic behavior of verti-cal geogrid-reinforced soil during earthquake[J].EarthquakeEngineering Symposium,1999,2:1551-1556.
[22]Nova-Roessig L,Sitar N.Centrifuge model studies of the seismicresponse of reinforced soil slopes[J].Geotechnical and Geoenvir-onment Engineering,ASCE,2006,132(3):388-400.
[23]Cai Z,Bathurst R J.Seismic response analysis of geosyntheticreinforced soil segmental retaining walls by finite element method[J].Computers and Geotechnics,1995,17:523-546.
[24]李海深,杨果林,邹银生.加筋土挡土墙动力特性分析[J].中国公路学报,2004,17(2):625-631.
[25]刘华北.水平与竖向地震作用下土工格栅加筋土挡墙动力分析[J].岩土工程学报,2006,28(5):594-599.
[26]刘华北.地震作用下模块式面板土工合成材料加筋土挡墙的内部稳定分析[J].岩土工程学报,2008,30(2):278-283.
[27]Cai Z,Bathurst R J.Seismic-induced permanent displacementof geosynthetic-reinforced segmental retaining walls[J].Canadi-an geotechnical gournal,1996,33(6):937-955.
[28]Shahgholi M,Fakher A,Jones C J F P.Horizontal Slice Meth-od of Analysis[J].Geotechnique,2001,51(10):881-885.
[29]杨有海.地震作用下加筋土挡墙稳定性分析[J].兰州铁道学院学报:自然科学版,2002,21(4):9-11.
[30]Nouri H,Fakher A,Jones C J F P.Development of horizontalslice method for seismic stability analysis of reinforced slopes andwalls[J].Geotextiles and Geomembranes,2006,24(3):175-187.
[31]Nouri H,Fakher A,Jones C J F P.Evaluating the effects ofthe magnitude and amplification of pseudo-static acceleration onreinforced soil slopes and walls using the limit equilibrium hori-zontal slices method[J].Geotextiles and Geomembranes,2007,26(3):263-278.
[2]周世良.格栅加筋土挡墙结构特性及破坏机理研究[D].重庆:重庆大学,2005.
[3]陈忠达.公路挡土墙设计[M].北京:人民交通出版社,1999.
[4]Sandri D.A summary of reinforced soil structures performance inthe greater Los Angeles area after the Northridge earthquake[J].Mechanically Stabilized Backfill,1997:433-442.
[5]Tatsuoka F,Tateyama M,Mohri Y,et al.Remedial treatmentof soil structures using geosynthetic-reinforcing technology[J].Geotextiles and Geomembranes.2007,25:204-220.
[6]Ling H I,Leshchinsky D,Chou N N S.Post-earthquake investi-gation on several geosynthetic-reinforced soil retaining walls andslopes during 1999 Ji-Ji earthquake of Taiwan[J].Soil Dynamicsand Earthquake Engineering,2001,21(4):297-313.
[7]周德培,张建经,汤涌.汶川地震中道路边坡工程震害分析[J].岩石力学与工程学报,2010,29(3):565-576.
[8]Richardson G N,Lee K L.Seismic design of reinforced earthwalls[J].ASCE,Journal of the Geotechnical Engineering Divi-sion.1975.101(2):167-188.
[9]Sakaguchi M.A study of the seismic behavior of geosynthetic rein-forced walls in Japan[J].Geosynthetics International,1996,3(1):13-30.
[10]El-Emam M M,Bathurst R J.Experimental design,instrumen-tation and interpretation of reinforced soil wall response using ashaking table[J].International Journal of Physical Modelling inGeotechnics,2004,4(4):13-32.
[11]El-Emam M M,Bathurst R J.Facing contribution to seismic re-sponse of reduced-scale reinforced soil walls[J].GeosyntheticsInternational,2005,12(3):215-238.
[12]El-Eman M M,Bathurst R J.Influence of reinforcement param-eters on the seismic response of reduced-scale reinforced soil re-taining walls[J].Geotextiles and Geomembranes,2007,25(1):33-49.
[13]罗书学,陈禄生,吴西良.动力作用下加筋土挡墙的试验研究和有限元分析[J].四川建筑科学研究,1995,(2):32-36.
[14]甘亚南,李庆华,王冬梅.双面加筋挡土墙结构在高烈度地震区应用的研究[J].焦作工学院学报:自然科学版,2004,23(7):310-314.
[15]Ling H I,Mohri Y,Leshchinsky D,et al.Large-scale shakingtable tests on modular-block reinforced soil retaining walls[J].Journal of Geotechnical and Geoenvironmental Engineering,2005,131(4):465-476.
[16]李昀,杨果林,林宇亮.水平地震作用下绿色加筋格宾挡土墙动力特性试验研究[J].中南大学学报:自然科学版,2010,41(1):347-352.
[17]程火焰,周亦唐,钟国强.加筋土挡土墙地震动力特性研究[J].公路交通科技,2004,21(9):16-20.
[18]夏才初,李永盛.地下工程测试理论与监测技术[M].上海:同济大学出版社,2006.
[19]Sakaguchi M,Yamada K,Tanaka M.Prediction of deformationof geotextile reinforced walls subjected to earthquakes[J].geomembranes and related products,singapore,1994:521-524.
[20]Porbaha A,Goodings D J.Centrifuge Modeling of Geotextile-Reinforced Cohesive Soil Retaining Walls[J].GeotechnicalEngineering,ASCE,1996,122(10):840-848.
[21]Takahashi A,Takemura J,Izawa J.Dynamic behavior of verti-cal geogrid-reinforced soil during earthquake[J].EarthquakeEngineering Symposium,1999,2:1551-1556.
[22]Nova-Roessig L,Sitar N.Centrifuge model studies of the seismicresponse of reinforced soil slopes[J].Geotechnical and Geoenvir-onment Engineering,ASCE,2006,132(3):388-400.
[23]Cai Z,Bathurst R J.Seismic response analysis of geosyntheticreinforced soil segmental retaining walls by finite element method[J].Computers and Geotechnics,1995,17:523-546.
[24]李海深,杨果林,邹银生.加筋土挡土墙动力特性分析[J].中国公路学报,2004,17(2):625-631.
[25]刘华北.水平与竖向地震作用下土工格栅加筋土挡墙动力分析[J].岩土工程学报,2006,28(5):594-599.
[26]刘华北.地震作用下模块式面板土工合成材料加筋土挡墙的内部稳定分析[J].岩土工程学报,2008,30(2):278-283.
[27]Cai Z,Bathurst R J.Seismic-induced permanent displacementof geosynthetic-reinforced segmental retaining walls[J].Canadi-an geotechnical gournal,1996,33(6):937-955.
[28]Shahgholi M,Fakher A,Jones C J F P.Horizontal Slice Meth-od of Analysis[J].Geotechnique,2001,51(10):881-885.
[29]杨有海.地震作用下加筋土挡墙稳定性分析[J].兰州铁道学院学报:自然科学版,2002,21(4):9-11.
[30]Nouri H,Fakher A,Jones C J F P.Development of horizontalslice method for seismic stability analysis of reinforced slopes andwalls[J].Geotextiles and Geomembranes,2006,24(3):175-187.
[31]Nouri H,Fakher A,Jones C J F P.Evaluating the effects ofthe magnitude and amplification of pseudo-static acceleration onreinforced soil slopes and walls using the limit equilibrium hori-zontal slices method[J].Geotextiles and Geomembranes,2007,26(3):263-278.
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