ADVANCE IN RESEARCHES OF THE STONE COLUMN COMPOSITE FOUNDATION AND ITS ANALYSIS

[1] 林本海,谢定义.复合地基的液化检验理论及其应用
[M].北京:中国水利水电出版社,1998.L in Baihai, X ie D ingy.i The Check Theory of C om pos ite Foundat ion L iqu efact ion and its A pp lication.Bei jing:Ch in a W ater H ydroelectricity Press,1998.


[2] M itch el,l J.K.In-P lace T reatm en t of Found at ion So il
[J].Journal of th e So ilM echan ics and Foundat ions D iv is ion,A SCE,1970,96(1):73~110.


[3] 李宏锈.采用碎石桩加固龙口电厂地基
[J].岩土工程学报,1985,7(4):12~23.L i H ongx iu.A dop ting S tone Colum n to R einforce Foundation ofLongkou E lectric pow er p lan.tC h inese Journ al of G eotechn icalE ngineering.1985,7(4):12~23.


[4] 杨继革,姜兰芳,余金萍等.振冲碎石桩设计理论在工程中的应用
[J].桂林工学院学报,1997,17(2):151~154.Y angJ ige,J iang Lan fang,Y u J inping et a.l A ppl icat ion of the D es ign Th eory of the V inro-stone co lumn s appl ied in Engin eer ing.Jou rnal of G u ilin In stitu te of Techno logy,1997,17(2):151~154.


[5] 蔡袁强,陈云敏,吴世明.沉管挤密碎石桩加固粉质粉土地基的试验及应用
[J].建筑结构学报,1997,18(1):55~59.C ai Y uanq iang,Chen Y unm ing,W u Sh mi ing.E xpermi ental Studyon Pip e S ink ing G ravel Com pact ion P iles for mI proving C layey S i ltand Its A pp lication
[J].Jou ral of Bu ild ing Stru ctures,1997,18(1):55~59.


[6] 王余庆,孙建生等.挤密桩法在加固可液化地基中的应用
[J].岩土工程学报,1989,11(2):18~25.W ang Y uq ing,Sun J ian sheng et al. The app lication of com pactionsand piles in rein forcem ent liqu ef iab le foundat ion.C h inese Journ alof G eotechn ical Eng ineering.1989,11(2):18~25.


[7] 黄茂松,陈云敏,吴世明.振冲碎石桩加固饱和粉砂粉土地基试验研究
[J].岩土工程学报,1992,16(6):69~73.Hu angM aosong,ChenY unm in,W u Sh mi ing.S tren then ing of Saturated S ilty Soi ls by V ib ro R ep lacem en t.Ch inese Jou rnal ofG eotechn ical E nguneering,1992,16(6):69~73.


[8] 方永凯.振冲法加固砂土地基的若干问题
[C].第三届地基处理学术讨论会论文集
[A],1992,236~241.Fang Y ongkai. S om e Prob lem s of the R ein forcing S andy foundat ioby V ib roflotat ion.Th e M em oir of 3rd A cadem ic Sym posium oG round T reamt en t.1992,236~241.


[9] 吴延杰,杨志红等.干振碎石桩加固地基的工艺及机理
[C].第三届地基处理学术讨论会论文集
[A],1992,9~26.W u Y an j ie,Y ang Zh ih aong et al. The T echnology and M echan ismof the R einforcing Foundat ion by D ry-V ib ro S tone Colum n.ThM emo ir of 3 rd A cadem ic Sym posium on G round T reatm en,t19929~26.


[10] 郑建国.振动挤密桩桩距对振密变形的影响
[J].岩土工程学报,1992,14(增刊):95~99.Zh eng J ian guo.E ffects of Spacing of V ibro-Com pact ion P ileon V ibro-D eform at ion.Ch inese Journal of G eotechn ical E ngun eering,1992,14(Supplem ent):95~99.


[11] 孙元生,张修明.干振碎石桩成孔的定量分析
[C].第三届地基处理学术讨论会论文集
[A],1992,379~382.Sun Y uan sh eng,Zhang X ium ing.The Q uan titative A nalys is Form ing D ry-V ib ro S tone Colum ns.Th eM em oir of 3 rd A cademic Symposium on G round Treamt en t.1992,379-382.


[12] Baez,J.I.A design model for the reduction of soil l iquefact ioby v ibro-stone colum ns
[D].Ph.D.D issertation,U n ivers ity Sou th ern C aliforn ia,Los A ngeles,CA,1995.


[13] 刘松玉,方磊,胡学辉.干振碎石桩加固液化地基试验研究
[J].工程地质学报,2000,8(4):488~492.L iu Songyu,Fang Lei, H u X ueHu.i Experim ental Study on L iquefaction Foundation R einforced w ith D ry-vib ro G ravel Piles.Jounal of Eng ineering G eology,2000,8(4):488~492.


[14] 邱钰,刘松玉,黄卫.沉管干振碎石桩对土层振动效应的试验研究
[J].中国公路学报,2001,14(4):33~36.Q iu Y u,LIU Songyu,.HUAN G W e.i A nalysis of soil-layer vbrant effectiveness cau sed by form ing dry-vibrated gravel colum
[J].Ch ina Journal ofH ighw ay and T ran sport,2001,14(4):33~36.


[15] 邵俐,方磊,刘松玉.沉管干振碎石桩对土层的挤密效应
[J]东南大学学报,2001,31(3):36~39.Shao L,i Fang Lei, L iu Songyu.A n alysis of S oil-Layer C ompact ion E ffect by D ry-V ib rated G ravel Co lum n.Jou rnal Sou th east U n iversity,2001,31(3):36~39.


[16] 孙海军,刘松玉.沉管碎石桩挤密粉土加固范围理论浅析
[J].西部矿探工程,2002,2:39~41.Sun H a ijun,LIU Songyu.A nalysis of the rein forcemen t dom ain Com pact ion S ilt Soil by D ry-V ibro Ston e C olum n.W es t Ch inExp lorat ion Engineering,2002,2:39~41.


[17] 卿忠先,蒋祖浩.振冲碎石桩用于砂基抗液化处理
[J].西部矿探工程,2003,3:27~29.L iu Zhongxian,J iang Zu H ao.The Sandy Foundat ion treatm ent bV ib ro-R ep lacem en t stone colum n.W est C h ina Exploration,E ng ineering,2003,3:27~29.


[18] 何广讷.振冲碎石桩复合地基
[M].北京:人民交通出版社2001.H e G uanne.Th e V ib ro-R ep lacem ent S tone Colum n Com positeFoundat ion
[M].B eijing:Ch ina C ommun ications Press,2001.


[19] 柳堀义彦,落合真,半尺秀郎.濑城水门置换砂液化预测对策
[J].土基础,1975,6(23):11~16.liu K uyiyan,Luo H ezhen,Ban C h ixiu lang.Th e pred ict andm ethod of p revent ing d liquefaction by disp lacing sand.Soil andFoundat ion,1975,6(23):11~16.


[20] Seed,H.B.Booke,rJ.R.S tabil ization of Poten ially L iquef ialleSand D eposits U sing G ravel D rain s System s
[C].Earthquake Engineering R esearch Ceter,U nuvers ity of Caliform ia,Berk eley,C alif.,1976,76~10.


[21] Tok im atsu,K.&Y osh mi,i Y.E ffects of V ert ical D rain s of th e Engineering for Protection from N atu ral D isasters
[M].Bangkok,1980:643~655.


[22] Sasaki, Y.&Tan igu ch,i E.Shak ing Tab le T ests on G ravel D rainsto Prevenn t L iquefact ion of Sand D epos its
[J].Soil and Foundat ion s,1982,22(3):1~14.


[23] Ia,i S.,et a.l.Large S cale M odel Tesys and A nalysis of G ravelD rains.P roc
[C].O f 19 th W orld C on feren ce on Earthquake Engineering,1988,)


[24] 王士风.建筑物可液化砂基用砾石排水桩抗震加固的试验研究
[D].冶金部建筑研究总院硕士学位论文,1984.W ang Sh ifeng.The Expermi ent S tudy of th e Bu ild ing L iqu efiab leSand Foundation R einforced by G ravel D rain age Pile.TheM asterD egree D issertat ion of the M etallurg ical M in is try Bu ild ing A cadem e,1984.


[25] 徐志英.砂基内设置砾石排水桩抗地震液化的分析计算
[J].勘察科学技术,1985,(1):1~7.XU Zh iy ing.The A nt i-L iquefaction A nalysis Calcu lation ofSandy Found at ion T reated by G ravel D ra inage Colum ns.Su rveyScience and T echnology,1985,(1):1~7.


[26] 徐志英.用砾石排水桩抗地震液化地砂基孔压计算
[J],地震工程与工程振动,1992,12(4):88~92.X u Zh iying.Ca lcu lat ion of Pore Pressu re of L iquef iab le Sand depos its U s ing G ravel D rains
[J],Earthquake Engineering and Engineering V ibrat ion,1992,12(4):88~92.


[27] 黄茂松,吴世明,赵竹占.振动挤密砂桩与振冲碎石桩抗液化分析
[J].浙江大学学报,1992,26(2):165~171.H uang M aosong,W u Shim ing,Zhao Zhuzhan.L iquefact ion Analysis of Subsoil S trength ed by V ib roloation S tone P ile M ethodand V ibro-com pact ion Sand P ileM ethod.Jou rnal of Zhej iang Univers ity,1992,26(2):165~171.


[28] 林本海,谢定义.振冲地基抗液化机理和检验方法的分析
[J].建筑结构,1998,(11):30~34.L in Benhai, X ie D ingy.i Th e analysis of th e ant iliquefactionm echan ism and test m ethods of V ibro foundat ion.B ui ld ing andC onstru ct ion,1998,(11):30~34.


[29] 郑建国,姚克俭,郝增志.振动挤密碎石桩加固粉土地基试验研究
[C].第三届地基处理学术讨论会论文集
[A].浙江大学出版社,1992,367~374.Zhen JianG uo,Y ao K e jian,H ao Zengzh.i The Expermi en t Studyof the R ein forcing S ilt Foundat ion.The M emo ir of 3 rd A cadem icSym posium on G round Treamt en t.Zhejiang U n iversity Press,1992,367~374.


[30] G oughnou ,rR.R.,Pastena,J.M..M echanical behav ior of stonecolum ns under se ism ic load ing.Proc.2nd In.tC onf. on G roundImp rovem ent Techniqu es,S ingapore,157~162.


[31] A dal ie,rK.et al..Ston e colum ns as l iquefact ion counter-m easure in non-p laste s ilty soils.Jou rnal of So il D ynam ics andearthquake Eng ineering,2003,23(7):571~584.


[32] 中华人民共和国建设部.建筑抗震设计规范(GB J50011-2001)
[S].北京:中国建筑工业出版社,2001,20~23.Th e Bu ilding M in istry of the Peop le R epub lic of Ch ina.The D esign Code of Bu ild ing Earthquake-R es istan .t(G BJ50011-2001).Beij ing,:Ch ina Bu ild ing Indu stry Press,2001,20~23.


[33] 牛志荣等.复合地基处理及其工程实例
[M].中国建材工业出版社,2000.N u i Zh irong.et a.l.The C om pos ite Foundation Treamt en t andEngin eering E xam p les.Beijing:Bu ild ingM aterial Pres,s2000.


[34] 张剑峰,华镇难.镇江500kV长江大跨越北岸塔基抗液化处理
[J].岩土工程学报,1990,4(12):79~88.Zhang Jun feng,H ua Zhennan.The A n ti-liquefact ion T reatm entof T ow er-foundation Bridg ing over 500kV C hangjiang R iver inH uazh ennan.Zhen jiang.Ch inese Journal of G eotechn ical Enguneering,1990,4(12):79~88.


[35] Sasaki, Y.&Tan igu ch,i E.Shak ing Tab le T ests on G ravel D rainsto Prevenn t L iquefact ion of Sand D epos its
[J].Soil and Foundat ion s,1982,22(3):1~14.


[36] 顾卫华,王余庆.砾石排水桩与地面压重的抗液化效果
[J].岩土工程学报,1985,7(4):34~43.G u W eihu and W ang Y uq ing.The A n ti-liqu rfact ion E ffect ofG ravel D ra inage Colum n and th e G round P ressure.Journal ofG eotechn ical Enguneering,1985,7(4):34~43.


[37] M illeam,M.T.liquefaction m itigat ion technology.T echn icalN ote,N ational C iliv Engin eering Laboratory,Por Hu enem e,CA.,1990


[38] T.A k iyoshi, K.Fuch ide,H.M atsum oto et al. L iquefaction analyses of sandy ground mi proved by sand com paction p iles
[J].D ynam ics and E arth quak e Eng ineering,1993,12:299~307.