Citation: | ZHANG Zhigang, QIAO Chunsheng. 2006: IMPROVED EMPIRICAL METHOD FOR DETERMINATION OF DEFORMATION MODULUS OF JOINTED ROCK MASSES AND ITS APPLICATION IN ENGINEERING. JOURNAL OF ENGINEERING GEOLOGY, 14(2): 233-238. |
[1] 孙广忠.岩体结构力学
[M].北京:科学出版社,1988,1~4.Sun G u angzhong.R ock M ass S tructu re M ech an ics.B eijing:Science Press,1988,1~4. [2] 宋建波,张倬元,等.岩体经验强度准则及其在地质工程中的应用 [M].北京:地质出版社,2002,69~71.Song Jianbo,Zhang zhuoyuan,et a.l.H oek-B row n S trength C riterion of R ock M asses Its A pp lication in G eology Eng ineering.B eijing:G eology Press,2002,69~71. [3] A rild Paml strom,R ajbal S ingh.The d eform at ion m odu lus of rockm asses:com parisons b etw een in situ tests and ind irect estmi ates [J].Tunnell ing and U nd erground Space Technology,2001,16,115~131. [4] 聂德新.岩体的场位特征及其工程应用 [J].工程地质学报,2000,8(1):68~72.N ie D exin.Th e F ield and Pos it ion Featu res of R ock M ass and ItsE ngineering A ppl icat ion.Journ al of Engineering G eology,,2000,8(1):68~72. [5] Palm strom A,S ingh R.The deform at ion m odu lu s of rock m assescomparison s betw een in situ tests and ind irect estmi ates [J].TunnU ndergr Space T ech,2001,(16):115~131. [6] B ien iaw ski, Z.T..Engineering class ification of jo inted rock m asses [M].John W iley and Son s,N ew Y ork,1989. [7] Serafim JL,Pereira JP.Cons iderat ion s on the geom ech an ical class ification of B ien iaw sk i [A].In:P roceed ings of the S ympos ium onE ngineering G eology and U nderground O pen ing [C].Portuga,lL isboa,1983,1133~1144. [8] N icholson GA,B ieniaw sk i ZT.A non l inear deform at ion m odu lusbased on rock m ass class ification [J].In t J M in G eol E ng,1990,(8):181~202. [9] 黄修云.隧道工程岩石力学参数综合处理研究及多媒体实现 [D].北方交通大学,1998,33~35.Hu ang xiuyun.R esearch on C omp rehen sively Process ing R ock M echan ics Param eters for Tunnel E ngineering and Its M ult mi ed ia mIp lem entation N orth Jiaotong U n iversity,1998,33~35. [10] H oek E,B rown ET.Practical estmi ates of rock mass strength [J].Int J R ock M ech M in Sci,1997,34(8):65~86. [11] A rild Paml s trom,C haracterizing R ock M asses by the RM i for U sein Pract ical R ock Engin eering,Part 1:The developm en t of the R ock M ass index(RM i) [J].Tunn el lingand U nderground SpaceTechnology,1996,11(2):175~188. [12] B arton,N..Som e n ew Q-valu e correlations to assist in s itecharacteris tics and tunnel des ign [J].In .tJ.R ock M ech.M in. Sci, 2002,39,185~216. [13] K ayabas i A,G okceog lu C,E rcanoglu M.E stmi at ing the deformat ion m odu lus of rock masses:a comp arat ive study [J].In t JR ock M ech M in S c,i 2003,(40):55~63. [14] G okceoglu C,Sonm ez H,K ayabasi A.Predicting the deform at ionm odu li of rock m asses [J].Int J R ock M ech M in S c,i 2003,(40):701~710. [15] 李同录,罗世毅,等.节理岩体力学参数的选取与应用 [J].岩石力学与工程学报,2004,23(13):2182~2186.L iT onglu,Luo Sh iy,i et a.l.H e Jian.D eterm in at ion and A pp lication of M echan ical Param eters for Join ted R ock M asses.Ch inese Jou rnal of R ock M ech an ics and Eng ineering,2004,23(13):2182~2186. [16] Zhang L,E instein H.U s ing RQD to est mi ate the deform ationm odu lu s of rock masses [J].Int J R ock M ech M in Sc,i 2004,(41):337~341. [17] N atau,Q..Scale effects in the determ ination of the deform ab ilityand strength of rock m asses. [M]Proc.In.tConf. O n ScaleE ffects in R ock M asses,Balk em a,R otterdam,1990,77~88. [18] 张菊明,王思敬,曾钱帮,陈祥军.溶蚀岩体三维随机洞体数学模型的设计 [J].工程地质学报.2004,12(3):237~242.Zhang Jum ing,W ang S ijing,Zeng Q ianbang,Chen X iangjun.M ath em at ic m odel design for th ree-dmi en sional random cavernsof karst ified rock.Jou rn al of Eng ineering G eogoly,2004,12(3):237~242. [19] 杜时贵,颜育仁,胡晓飞,郭霄.JRC-JCS模型抗剪强度估算的平均斜率法 [J].工程地质学报.2005,13(4):489~493.D u Sh igui, et al..A verage slope m ethod for est mi ating shearstrength of JR C-JCS m od e.l Journal of E ngineering G eology,2004,12(3):237~242. |