Citation: | QIAN Haitao, QIN Siqing, MA Ping. 2006: NONLINEAR MECHANISM OF SLIDING INSTABILITY ALONG WEAK STRUCTURAL SURFACE BELOW GRAVITY DAM FOUNDATION. JOURNAL OF ENGINEERING GEOLOGY, 14(3): 307-313. |
[1] 王思敬.坝基岩体工程地质力学分析
[M].北京:科学出版社,1990.W ang S ijing.Engineering G eom echan ics A nalys is of D am Foundat ion R ock.B eijing:S cience Press,1990. [2] 张光斗,王光论.水工建筑物(上册) [M].北京,水利电力出版社,1992.Zhang G uangdou,W ang G uanglun.H ydrotechn ical Construction(B ook one).Beij ing:W ater C onservan cy and E lectric Pub lish ingH ouse,1992. [3] 李仲春.论万家寨坝基夹层抗滑稳定性地质评价 [J].水利水电工程设计,2001,20(1):1~7.L i Zhongchun.E valuate of an ti-sl id ing stab ility of in terlayer ofW an jiazh ai dam foundat ion.D esign ofW ater R esou rces&H ydroelectric Eng ineering,2001,20(1):1~7. [4] 赖国伟,王宏硕,陆述远,等.具有软弱结构面坝基的抗滑稳定分析 [J].武汉水利电力学院学报,1987,(4):1~10.La i G uow ei, W ang H ongshu o,Lu Shuyuan et al. A nalys is of ant i-s lid ing stabil ity of adam foundation under w h ich there are incom petent stru ctural p lan es.Jou rnal of W uhan U n ivers ity of H y ic and E lectric Eng ineering,1987,(4):1~10. [5] 李瓒,龙云霄.重力坝拱坝基础岩体抗滑稳定性分析中一些问题的探讨 [J].水利学报,2000,(8):39~45.L i Zan,LongY unx iao.D iscu ssion on sl id ing analysis of dam foundation.Journal of H ydrau lic Eng ineering,2000,(8):39~45. [6] A zm S.A l-H om oud,N ajat T anash.M odeling uncertainty in stab ility analysis for design of em bankm en t dam s on d iff icu lt foundat ion s [J].Engin eering G eology,2004,71,323~342. [7] 吴彰敦.坝基深层抗滑极限平衡分析的改进 [J].红水河.1992,11(2):17~22.W u Zh angdun.Am elioration on deep s lid ing lmi it analysis of damfoundat ion.H ongshu i R iver,1992,11(2):17~22. [8] 周创兵,陈益峰.含反倾角结构面的坝基深层滑动模式研究 [J].岩石力学与工程学报,2003,22(8):1302~1308.Zhong Chuangbin,C hen Y ifeng.S tudy of deep slid ing m odel ofdam rock foundat ion intersected by inversely d ipping d iscon tinu it ies.C h inese Jou rnal of R ock M echan ics and E ng ineering,2003,22(8):1302~1308. [9] 钱保国,吴彰敦.坝基深层抗滑稳定可靠度分析蒙特卡罗方法 [J].红水河,2000,19(4):21~25.Q ian Baoguo,W u Zhangdun.M on te-carlom ethod of analys is onreliab il ity of an ti-s lid ing stab ility for th e deep d am foundat ion.H ongshu i R iver,2000,19(2):21~25. [10] 张发明,陈祖煜,张宏亮.坝基三维深层抗滑稳定性分析的极限方法 [J].辽宁工程技术大学学报,2003,22(6):776~778.Zhang Fam ing,Ch en Zuyu,M iH ong liang.D eep sl id ing stab ilityof dam foundation by using 3D upp er bond m ethod.Journal of L iaon ing Techn ical U n ivers ity,2003,22(6):776~778. [11] 何显松,张永,等.重力坝坝基稳定三维地质力学模型试验研究 [J].四川大学学报(工程科学版),2002,34(2):16~20.H e X iansong,Zh ang Y ong,Zhang L in,et al..S tudy on theD am B ase S tab ility of G ravityD am by th ree-d im ensional G eomech an ical M odel Tes t [J].Jou rnal of S ichuan U n iverst ity,2002,(2):16~20. [12] 施建新.浅论不同应力状态下坝基层间剪切带弹性力学性质 [J].水文地质工程地质,1999,(2):45~47.Sh i Jianxin.D iscuss ion on the elast icity p roperty of the shear zoneunder d if feren t stress.H ydrogeology and Engin eering G eology,1999,(2):45~47. [13] 孙万和,杨连生.慎乃齐,等.葛洲坝坝基层间剪切带的模拟研究 [J].武汉水利电力学院学报,1991,24(5):495~502.Sun W anhe,Y ang L iansheng,Sh eng Laiq,i et a.l M odel S tudyof In tercalated Sh ear Zone in G ezgouba D am Foundation.Jou rnalof W uhan U n iversity of Hydraul ic and E lectric Eng ineering,1991,24(5):495~502. [14] 施建新.不同施工状态坝基层间剪切带松弛变形机理初探 [J].水电站设计,2001,17(3):70~72.Sh i J ianx in.D iscuss ion on the relaxation m echan ism of interlayershear zone under d if feren t cons truct ion environm en.tD esign ofH yd ropow er Station,2001,17(3):70~72. [15] 范华.张河湾抽水蓄能电站上库坝基软弱夹层稳定性试验研究 [J].水利水电技术,1997,28(10):5~9.Fan H ua.R esearch of the ant i-shear stab ility of in com peten tstructu ral under dam foundat ion of Zhangh ew an pum p pow er station.W ater R esources and H yd ropow er Engin eering,1997,28(10):5~9. [16] 孙广忠.岩体结构力学 [M].北京:科学出版社,1988.Sun G uangzhong.R ock stru cture m echan ics.B eijing:Science,1988. [17] Thom,R..Stab il it structu relle et m orphog n se [M].N ewY ork:Ben jam in,1972. [18] H en ley,S..Catastrophe theory models in geology [J].M athem atical G eology,1976,8(6),649~655. [19] S aund ers,P.T..A n in trodu ct ion to catastrophe theory [M].London:C am bridgeU n iversity Press,1980. [20] K eilis-Borok,V..I.Th e lith osphere of the earth as a non linearsystem w ith mi p lications for earthquake pred iction [J].R ev.G eophys.,1990,28,19~34. [21] 仪垂祥.非线性科学及其在地学中的应用 [M].北京:气象出版社,1992.Y i Chu ixiang.N on l inear Scien ces and their A pp licat ion s in G eoscience.B eijing:Ch ina m eteoro log ical Press,1992. [22] 秦四清,张倬元,王士天,等.非线性工程地质学导引 [M].成都:西南交通大学出版社,1993.Q in S iq ing,Zh ang Zhuoyuan.W ang S itian,et a.l.A n in trodu ction to non linear engin eering geology.C hengdu:Sou thw est J iaotong U n iversity Press,1993. [23] 秦四清,张倬元,王仕天,等.滑坡时间预报的突变理论及灰色突变理论方法 [J].工程地质学报,1993,12(4):63~68.Q in S isq ing,et al..The p red ict ion of s lope instab ility by catastrophe th eory and grey catastrophe theory.Jounal of Eng ineeringG eo logy,1993,12(4):63~68. [24] 黄润秋,许强.突变理论在工程地质中的应用 [J].工程地质学报,1993,1(1):65~73.H uang R unqiu,et al..A pp lication of catastroph e theory to engineering geology.Jou rn al of Eng ineering G eo logy,1993,1(1):65~73. [25] Ph illip s,J.D..Ins tab il ity and ch aos in h ills lop e evo lut ion [J].Am.J.Sci.,1993,293,25~48. [26] Ph illip s,J..N on lin ear dynam ics and the evolu tion of relief [J].G eomorphology,1995,(14):57~64. [27] S iq ing Q in,Jiu J mim y J iao,S ij ing W ang.A cusp catastrophem odel of instab ility of slip-bu ck ling slope [J].R ock M echanicsand R ock E ngineering,2001,34(2):119~134. [28] S iq ing Q in,J iu Jmim y J iao,S i jingW ang.A N on lin ear Catastroph eM odel of Ins tab il ity of Planar-slip S lope and C haotic D ynam icalM echan ism s of Its Evolu tionary Process [J].Intern at ion alJourn al of Solids and S tructu res,2001,(38):8093~8109. [29] Tang,C.A..C atastroph e in R ock U nstab le Failu re(in Ch in ese) [M].B eijing:Ch in a C oal Indus try Pub lish ing H ouse,1993. [30] Lajtai, E.Z..The in fluence of interlock ing rock discon tinu itieson comp ress ive strength(m od el expermi ents) [J].Felsm echIngen ieurgeol, 1967,5,217~228. [31] G eh le,C.,K u tter,H.K.Breakage and shear beh aviour of interm itten t rock join ts [J].In .tJ.R ock M ech.M in.Sc.i,2003,40,687~700. [32] Jaeger J.C.,C ook G.W..岩石力学基础 [M].北京:科学出版社,1983.Jaeger J.C.,Cook G.W.,R ock M echan ics.B eijing:S cien cePress,1983. [33] 辛常清,李芳.汾河二库坝基软弱结构面工程地质特征及工程处理 [J].水电站设计,2002,18(4):85~87.X in C hangq ing,L i Fang.The characters and disposal of incompeten t structu ral under second reservo ir dam foundat ion in Fenherive.rD es ign of H ydropow er S tat ion,2002,18(4):85~87. [34] 中华人民共和国水利部.混凝土重力坝设计规范(SL 319-2005) [S],2005.M in istry ofW ater R esou rces of P.R.Ch ina.D es ign specificationfor con crete grav ity dam s,2005. [35] 张嘉华,徐维国.万家寨水利枢纽坝基层间剪切带处理 [J].中国水利,2002,38(5):59~60.Zhang Jiahua,X u W eiguo.D isposal of interlayer sh ear zone under W an j iazhai dam foundation.Ch ina W ater R esource,2002,38(5):59~60. [36] 秦四清,王思敬.煤柱-顶板系统协同作用的脆性失稳与非线性演化机制 [J].工程地质学报,2005,13(4):437~446.Q in S iq ing,W ang S i jing.In stab ility leading to rockbu rsts andnon linear evolu t ionary m echan ism s for coal-p illar-and-roofsys tem.Jou rn al of Eng ineering G eology,2005,13(4):437~446. |