引文
[1]Zheng Gang,Liu Songyu,Chen Renpeng.State of advance-ment of column-type reinforcement element and itsapplication in China[C]//Proceedings of the US-ChinaWorkshop on Ground Improvement Technologies.US:ASCE,2009:12-25
[2]Schaefer V R,Filz G M,Vanzler L S.SHRP2 R02 Phase1—Geotechnical solutions for soil improvement,rapidembankment construction,and stabilization of the pavementworking platform[C]//Proceedings of the US-ChinaWorkshop on Ground Improvement Technologies.US:ASCE,2009:1-11
[3]GB50007—2011建筑地基基础设计规范[S].北京:中国建筑工业出版社,2011(GB50007—2011Code fordesign of building foundation[S].Beijing:ChinaArchitecture&Building Press,2011(in Chinese))
[4]Zheng Gang,Jiang Yan,Han Jie,et al.Performance ofcement-fly ash-gravel pile-supported high-speed railwayembankments over soft marine clay[J].MarineGeoresources and Geotechnology,2011,29:145-161
[5]JTJ D30—2004公路路基设计规范[S].北京:人民交通出版社,2005(JTJ D30—2004Specifications for design ofhighway subgrades[S].Beijing:China CommunicationsPress,2005(in Chinese))
[6]JTS147-1—2010港口工程地基规范[S].北京:人民交通出版社,2010
[7]TB10001—2005铁路路基设计规范[S].北京:中国铁道出版社,2005(TB10001—2005Code for design onsubgrade of railway[S].Beijing:China Railway PublishingHouse,2005(in Chinese))
[8]曹卫平,陈云敏.台华高速公路路堤失稳原因分析与对策[J].岩石力学与工程学报,2007,26(7):1504-1510(Cao Weiping,Chen Yunmin.Analysis of sliding failuremechanism and treatment for taihua highway embankmentslope over soft soils[J].Chinese Journal of RockMechanics and Engineering,2007,26(7):1504-1510(inChinese))
[9]张卫民,凌道盛,陈兰云,等.粒料桩加固的软土地基上填筑路堤的稳定分析[J].铁道建筑,2007(11):46-49(Zhang Weimin,Ling Daosheng,Chen Lanyun,et al.Stability analysis of filled embankment laid on soft subsoilcompacted with sand-stone pile[J].Railway Engineering,2007(11):46-49(in Chinese))
[10]秦立新,王钊.某线铁路软土路堤失稳分析[J].路基工程,2007(2):42-44(Qin Lixin,Wang Zhao.Fall intounstable analysis of a certain embankment on soft soilground in railvay[J].Subgrade Engineering,2007(2):42-44(in Chinese))
[11]Han J,Huang J,Porbaha A.2D numerical modeling of aconstructed geosynthetic-reinforced embankment over deepmixed columns[C]//Proceedings of the Sessions of theGeo-Frontiers 2005 Congress.US:ASCE,2005
[12]Huang J,Han J,Porbaha A.Two and three-dimensionalmodeling of DM columns under embankments[C]//Proceedings of GeoCongress 2006.US:ASCE,2006
[13]Navin M P,Filz G M.Numerical stability of analyses ofembankments supported on deep mixed columns[C]//Proceedings of Sessions of Geo-Shanghai 2006.US:ASCE,2006
[14]Miyake M,Wada M,Satoh T.Deformation and strength ofground improved by cement treated soil columns[C]//Proceedings of the International Conference on GeotechnicalEngineering Coastal Development:Geo-Coast'96.Yokohama,Japan,1996:369-372
[15]Miyake M,Akamoto H,Wada M.Deformation characteri-stics of ground improved by a group of treated soil[C]//Proceedings of the International Conference of Centrifuge1991.Balkema,Rotterdam,1991:295-302
[16]Kitazume M,Maruyama K.Collapse failure of group columntype deep mixing improved ground under embankment[C]//Proceedings of the International Conference on DeepMixing 2005.US:ASCE,2005:245-254
[17]Kitazume M,Okano K,Miyajima S.Centrifuge model testson failure envelope of column type mixing method improvedground[J].Soils and Foundations,2000,40(4):43-55
[18]Terashi M,Tanaka H,Kitazume M.Extrusion failure ofthe ground improved by the deep mixing method[C]//Proceedings of the 7th Asian Regional Conference on SoilMechanics and Foundation Engineering.Haifa,Israel,1983:313-318
[19]郑刚,刘力,韩杰.刚性桩加固软弱地基上路堤的稳定性问题(Ⅰ)——存在问题及单桩条件下的分析[J].岩土工程学报,2010,32(11):1648-1657(Zheng Gang,Liu Li,Han Jie.Stability of embankment on soft subgradereinforced by rigid piles(Ⅰ)——background and singlepile analysis[J].Chinese Journal of GeotechnicalEngineering,2010,32(11):1648-1657(in Chinese))
[20]郑刚,刘力,韩杰.刚性桩加固软弱地基上路堤的稳定性问题(Ⅱ)——群桩条件下的分析[J].岩土工程学报,2010,32(12):1811-1820(Zheng Gang,Liu Li,HanJie.Stability of embankment on soft subgrade reinforced byrigid inclusions(Ⅱ)——group piles analysis[J].ChineseJournal of Geotechnical Engineering,2010,32(12):1811-1820(in Chinese))
[21]刘力.刚性桩加固路堤稳定分析方法研究[D].天津:天津大学,2010(Liu Li.Research on the stability analysisof rigid pile supported embankment[D].Tianjin:TianjinUniversity,2010(in Chinese))
[22]JGJ/T210—2010刚柔性桩复合地基技术规范[S].2010(JGJ/T 210—2010 Technical specification for rigid-flexible pile composite foundation[S].2010(inChinese))
[23]JGJ/T213—2010现浇混凝土大直径管桩复合地基技术规程[S].北京:中国建筑工业出版社,2011(JGJ/T213—2010 Technical specification for composite foundationof cast-in-place concrete large-diameter pipe pile[S].Beijing:China Architecture&Building Press,2011(inChinese))
[24]闻世强,陈育民,丁选明,等.路堤下浆固碎石桩复合地基现场试验研究[J].岩土力学,2010,31(5):1559-1563(Wen Shiqiang,Chen Yumin,Ding Xuanming,et al.Application of grouted gravel pile in soft subgradeimprovement of expressway[J].Rock and Soil Mechanics,2010,31(5):1559-1563(in Chinese))
[25]向玮,刘松玉,经绯,等.变径水泥土搅拌桩复合地基承载特性的试验研究[J].东南大学学报:自然科学版,2009,39(2):328-333(Xiang Wei,Liu Songyu,JingFei,et al.Bearing capacity of composite foundation of soil-cement deep mixing columns with different cross-sectionparts[J].Journal of Southeast University:Natural ScienceEdition,2009,39(2):328-333(in Chinese))
[26]刘松玉,易耀林,朱志铎.双向搅拌桩加固高速公路软土地基现场对比试验研究[J].岩石力学与工程学报,2008,27(11):2272-2280(Liu Songyu,Yi Yaolin,ZhuZhiduo.Comparison tests on field bidirectional mixingcolumn for soft ground improvement in expressway[J].Chinese Journal of Rock Mechanics and Engineering,2008,27(11):2272-2280(in Chinese))
[27]程万钊,乐茂华,王富永,等.混凝土芯砂石桩复合地基加固堤防软基试验研究[J].水利学报,2007(增),675-680(Cheng Wanzhao,Yue Maohua,Wang Fuyong,etal.Field tests study of concrete-cored sand-gravel pilesapplied to strengthen embankment engineering[J].ShuiliXuebao,2007(S):675-680(in Chinese))
[28]《土工合成材料工程应用手册》编写委员会.土工合成材料工程应用手册[M].北京:中国建筑工业出版社,1994
[29]朱英,钟香兰.土工合成材料技术研究及工程应用[J].中国水运:学术版,2007,7(6):80-82(Zhu Ying,ZhongXianglan.Research on geotechnical reinforcementtechnology and its engineering application[J].ChinaWater Transport,2007,7(6):80-82(in Chinese))
[30]欧阳仲春.现代土工加筋技术[M].北京:人民交通出版社,1990
[31]Zeng Juncheng,Zhang Jiwen,Tong Xiaodong,et al.Testevaluation of post-construction settlement of subgrade inBeijing-Shanghai high-speed railway[C]//InternationalConference on Transportation Engineering 2009.US:ASCE,2009:1275-1280
[32]徐世强,折学森,李培林,等.桩-网复合基础在公路盐渍土地基处理中的应用[J].西安工程科技学院学报,2006,20(5):587-589,594(Xu Shiqiang,She Xuesen,Li Peilin,et al.Application of pile-web complexfoundation in the highway salty soil treatment[J].Journalof Xi'an University Engineering Science and Technology,2006,20(5):587-589,594(in Chinese))
[33]严刚.土工格栅在高速公路填挖过渡段的应用[J].地质学刊,2010,34(3):307-313(Yan Gang.Applicationof geogrid on cut-fill transition zone in highway construction[J].Journal of Geology,2010,34(3):307-313(inChinese))
[34]李广信.土工合成材料构造物的抗震性能[J].世界地震工程,2010,26(4):31-36(Li Guangxin.Behaviorof earth structure with geosynthetics in earthquake[J].World Earthquake Engineering,2010,26(4):31-36(inChinese))
[35]蒋建清,杨果林,李丽民.基于SIMULINK的高填方加筋路堤地震反应分析[J].中南大学学报:自然科学版,2011,42(1):227-233(Jiang Jianqing,Yang Guolin,LiLimin.Seismic response of high-filled reinforcedembankment based on SIMULINK[J].Journal of CentralSouth University,2011,42(1):227-233(in Chinese))
[36]Hara T,Tsuji S,Tatta N,et al.Development of reinforcedsoil structure with pile foundation:piled geo-wall[C]//Ground Improvement and Geosynthetics.US:ASCE,2010:346-352
[37]王建,姚令侃,陈强.汶川地震路堤成灾模式及土工格栅加筋变形控制研究[J].岩石力学与工程学报,2010,29(增1):3387-3394(Wang Jian,Yao Lingkan,Chen Qiang.Research on failure mode of road embankmentin wenchuan great earthquake and deformation control ofgeogrid reinforcement[J].Chinese Journal of RockMechanics and Engineering,2010,29(S1):3387-3394(in Chinese))
[38]刘雪珠,陈国兴.轨道交通荷载下路基土的动力学行为研究进展[J].防灾减灾工程学报,2008,28(2):248-255(Liu Xuezhu,Chen Guoxing.Advances in researcheson mechanical behavior of subgrade soils under repeated-load of high-speed track vehicles[J].Journal of DisasterPrevention and Mitigation Engineering,2008,28(2):248-255(in Chinese))
[39]肖宏,罗强,邓江东,等.混凝土夯扩桩和土工格室加固铁路基床试验研究[J].岩土力学,2008,29(8):2157-2162(Xiao Hong,Luo Qiang,Deng Jiangdong,etal.Test study of reinforcing railway subgrades by usingconcrete compacted base-enlarged piles and geogrids[J].Rock and Soil Mechanics,2008,29(8):2157-2162(inChinese))
[40]王仕传,凌建明,黄琴龙.交通荷载下土工格栅加筋软土地基的变形特性[J].建筑材料学报,2010,13(4):452-456(Wang Shichuan,Ling Jianming,Huang Qinlong.Deformation characteristics of geogrid reinforced soft soilfoundation under traffic loading[J].Journal of BuildingMaterials,2010,13(4):452-456(in Chinese))
[41]刘飞禹,余炜,蔡袁强,等.考虑软土软化特性的软基加筋道路动力响应[J].哈尔滨工业大学学报,2009,41(4):138-143(Liu Feiyu,Yu Wei,Cai Yuanqiang,et al.Dynamic response of reinforced pavement consideringsoftening of clay[J].Journal of Harbin Institute ofTechnology,2009,41(4):138-143(in Chinese))
[42]王炳龙,周文杰,周顺华,等.土工固格网改善基床土的动应力分析[J].铁道学报,1998,20(5):103-108(Wang Binglong,Zhou Wenjie,Zhou Shunhua,et al.Geocell improving dynamic stress of subgrade[J].Journalof the China Railway Society,1998,20(5):103-108(inChinese))
[43]包承纲.土工合成材料界面特性的研究和试验验证[J].岩石力学与工程学报,2006,25(9):1735-1744(Bao Chenggang.Study on interface behavior ofgeosynthetics and soil[J].Chinese Journal of RockMechanics and Engineering,2006,25(9):1735-1744(inChinese))
[44]陈建峰,李辉利.土工合成材料加筋土界面特性研究现状及展望[J].地下空间与工程学报,2009,5(5):1049-1054(Chen Jianfeng,Li Huili.Status and prospectof research on geosynthetics/soil interface properties[J].Chinese Journal of Underground Space and Engineering,2009,5(5):1049-1054(in Chinese))
[45]Student R P J G,Plesha P M E,Edil P T B,et al.DEMsimulation of particle damage in granular media-structureinterfaces[J].International Journal of Geomechanics,2001,1(1):21-39
[46]张孟喜,张石磊.H-V加筋土性状的颗粒流细观模拟[J].岩土工程学报,2008,30(5):625-631(ZhangMengxi,Zhang Shilei.Behaviour of soil reinforced withH-V inclusions by PFC2D[J].Chinese Journal ofGeotechnical Engineering,2008,30(5):625-631(inChinese))