DYNAMIC CONSTRUCTIONAL RESPONSE OF A SHALLOW-BURIED AND UNSYMMETRICAL-LOADED DOUBLE-ARCH TUNNEL ACROSS AN ANCIENT LANDSLIDE

[1] 孙井林.利用AN SY S软件模拟施工隧道开挖
[J].甘肃科技,2003,19(6):25~26.Sun Jing lin.N um erical s miu lat ion of tunnel constru ct ion throughA nsys,G an su Science and T echnology,2003,19(6):25~26.

[2] 中华人民共和国交通部.公路工程地质勘察规范(TJT 064-98)
[S].北京:人民交通出版社,1994.The M in istry of C omm un icat ion of Peop le,s R epub lic of C h ina.The H ighway Engin eering G eological Su rvey Code(TJT 064-98).Beijing:Ch ina Comm unicat ions press,1994.

[3] 靳晓光,刘伟,等.小净距公路隧道施工过程的数值模拟
[A].全国高速公路学术会论文集
[C].北京:交通出版社,2003.J in X iaoguang,L iu W e,i et al..N um erical s mi ulation of sm all n etspan h ighw ay tunnel,s con struction.A cadem ic Sympos ium on N at ioanal Exp ressw ay,2003.

[4] 张倬元,王士天,等.工程地质分析原理
[M].北京:地质出版社,1997.Zhang Zhuoyuan,W ang Sh it ian,et al..A n alytical p rincip le ofeng ineering geology.Be ijing:G eology Press,1997.

[5] 王文正,胡庆安,等.公路双联拱隧道施工过程的弹塑性分析
[A].全国高速公路学术会论文集
[C].北京:交通出版社,2003.W angW en zheng,H u Q ing,an,et al..E last ic-p last ic analys isof doub le-arch tunnel,s con struction.A cadem ic Sym pos ium onN at ioan al Expressway,2003.

[6] 肖明.地下洞室施工开挖三维动态过程数值模拟分析
[J].岩土工程学报,2000,22(4):421~425.X iao M ing.Th ree-d mi en sion numerical m od el of constructionprocess for underground open ing.Ch inese Journ al of G eotechn icalE ngineering,2000,22(4):421~425.

[7] 陶志平,周德培.滑坡地段隧道变形机理的模型试验研究
[J].工程地质学报,2003,11(3):323~327.Tao Zh ip ing,Zhou D epe.i M odel test on deform ation m echan ismof tunn el at landslide s ite.Jou rnal of E ngineering G eology,2003,11(3):323~327.

[8] 张德华,王梦恕.世界第一高隧青藏铁路风火山隧道施工新技术
[J].工程地质学报,2003,11(2):213~216.Zhang D ehua,et al..N ew Techn iqu e for con struction of Fenghuoshan Tunnel, th e h ighest tunnel in the w orld,of Q inghai-T ib etR ailw ay.Jou rnal of Engineering G eology,2003,11(2):213~216.

[9] 张丹,施斌,徐洪钟.基于BO TDR的隧道应变监测研究
[J].工程地质学报,2004,12(4):422~426.Zhang D an,et a.l.The BOTD R-based strain mon itoring for tun
nel. Journal of Eng ineering G eology,2004,12(4):422~426.