[1] 罗国煜,阎长虹.岩坡系统分析与可靠性评价 [J].地质学报,1994,68(2):185~196.Lu o Guoyu,Y an Ch angh on g.Th e s yst em analys is andreliabilit y evaluat ion of rock s lopes.A C TA G eological S inica,1994,68(2):185~196.
[2] Fairhur st C.岩土工程中锚固的数值研究 [A].国际岩土锚固与灌浆新进展 [C].北京:中国建筑工业出版社,1996,1~25.Fairhur st C.Some nu merical s t udies of anchoring ingeot echnical engineering.N ew A dvan cement in R ock and S oilA n choring an d G rout ing.Beij ing:Ch ina A rchi tect ure andBuil ding Pres s,1996,1~25.
[3] 杨志法,尚彦军,刘英.关于岩土工程类比法的研究 [J].工程地质学报,1997,5(4):299~305.Y ang Zhif a,Shang Y an jun,Liu Y in g.St ud y on th e analogis min geot echnical en gineering.Journal of Engi neering Geology,1997,5(4):299~305.
[4] 吕小平.工程地质类比分析的扩展及实现方法 [J].地质论评,1993,39(5):412~417.L u Xiaoping.Expansion of engin eering geological analogy andit s applicat ion.G eological R eview,1993,39(5):412~417.
[5] 《工程地质手册》编写委员会.工程地质手册 [S].北京:中国建筑工业出版社,1992,561~564.Geological E ngineering M anu al.Beijing:C hina A rch it ect ureand Buildi ng Press,1992,561~564.
[6] 铁路工程地质技术规范(TBJ12-85) [S].北京:中国铁道出版社,1985,81~97.T ech nical Code of R ail way Engineeri ng Geology(T BJ12-85).Beiji ng:C hina R ail w ay Pres s,1985,81~97.
[7] G B.(G BJ86-85).锚杆喷射混凝土支护技术规范 [S].1985.N at ional S t andard of PR C.Tech nical Code f or A nchor andShot cret e Su pport(G BJ86-85),1985.
[8] 总后勤部建筑工程研究所.军队地下工程勘测规范 [S].1995.Inves tigat ion Code of M ilit ary U n dergr ou nd Engin eering.A rch itect ural Engineer ing Ins t it ut e of Logist ical M i nist ry,1995.
[9] 罗国煜,阎长虹,陈兆乾等.岩坡优势面分析及其专家系统研究 [J].科学通报,1993,38(21):1979~1983.Luo Gu oyu,Y an C han ghong and Ch en zhaoqian,et al.A nalysis and expert s yst em res earch of preferred rock s lopes.Chinese S cience Bul letin,1993,38(21):1979~1983.
[10] 冯夏庭,王泳嘉,卢世宗.边坡稳定性的神经网络估计 [J].工程地质学报,1995,3(4):54~61.Feng Xi at ing,Wang Y ongjia,Lu S hizong.N eural n et w orkes ti mat ion of sl ope st ab ilit y.J ou rnal of En gineering Geology,1995,3(4):54~61.
[11] 夏元友,朱瑞赓,李新平.基于神经网络的岩质边坡稳定性评估系统研究 [J].自然灾害学报,1996,5(1):98~104.X ia Y uanyou,Zhu R uigeng and Li X inping.A sys tem of rocks lope st abilit y evaluation based on nueral net w or k.J ou rnal ofN at ural D isast ers,1996,5(1):98~104
[12] 张德政,孙连英,高谦.用神经网络评价边坡稳定性 [J].水文地质工程地质,1997,(1):11~13.Zhang D ezh eng,Sun Lianying and G ao Q ian.Es tim at ion ofs lope s t abil it y u sing neural netw ork.Hyd rogeology andEn gineering G eology,1977,(1):11~13.
[13] 张承福.对当臆神经网络研究的几点看法 [J].力学进展,1994,24(2):181~186.Zh ang C hen gfu.Some view s on n eural n et w ork research.M echanics A dvancement,1994,24(2):181~196.
[14] 张文修,梁怡.不确定性推理原理 [M].西安:西安交通大学出版社.1996.Zh ang W enxiu and L iangyi.T he U n cer taint y Reas oningPrincipl es.X ian:X ian Jiaot ong U nivers it y Press,1996.
[15] 邓聚龙.灰色系统基本方法 [M].武汉:华中理工大学出版社.1987.D eng Jul ong.Basic Principl es of G ray Syst em.W uhan:Hu azh ong S cience and T ech nology U niversit y Press,1987.
[16] S ah N K Sheorey and U padhyaya L N.M aximum likehoodest imat io of slope st abilit y [A].Int.J.rock M ech [C].S ci.&G eom ech,A b s,1994,31(1):47~53
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