深开挖岩石边坡三维随机楔体的稳定性分析
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  • 英文篇名:STABILITY ANALYSIS OF 3D RANDOM WEDGES IN DEEPLY OPENING ROCK SLOPE</li><li>中文刊名:<a target="_blank" href="/auto/db/search.aspx?db=950023&agfi=0&cls=0&uni=True&cid=0&gp=15&showgp=False&prec=False&md=299&pd=4&msd=293&psd=201&mdd=299&pdd=4&count=10&wrd=%e8%a5%bf%e5%ae%89%e5%b7%a5%e7%a8%8b%e5%ad%a6%e9%99%a2%e5%ad%a6%e6%8a%a5">西安工程学院学报</a></li><li>英文刊名:<a target="_blank" href="/auto/db/search.aspx?db=950023&agfi=0&cls=0&uni=True&cid=0&gp=15&showgp=False&prec=False&md=299&pd=4&msd=293&psd=201&mdd=299&pdd=4&count=10&wrd=Journal+of+Xi%27an+Engineering+University">Journal of Xi'an Engineering University</a></li><li>作者:<a target="_blank" href="/auto/db/search.aspx?db=950023&agfi=0&cls=0&uni=True&cid=0&gp=15&showgp=False&prec=False&md=299&pd=4&msd=293&psd=201&mdd=299&pdd=4&count=10&wrd=%e5%bc%a0%e5%8f%91%e6%98%8e">张发明</a> ; <a target="_blank" href="/auto/db/search.aspx?db=950023&agfi=0&cls=0&uni=True&cid=0&gp=15&showgp=False&prec=False&md=299&pd=4&msd=293&psd=201&mdd=299&pdd=4&count=10&wrd=%e9%99%88%e7%a5%96%e7%85%9c">陈祖煜</a> ; <a target="_blank" href="/auto/db/search.aspx?db=950023&agfi=0&cls=0&uni=True&cid=0&gp=15&showgp=False&prec=False&md=299&pd=4&msd=293&psd=201&mdd=299&pdd=4&count=10&wrd=%e5%bc%a5%e5%ae%8f%e4%ba%ae">弥宏亮</a></li><li>英文作者:<a target="_blank" href="/auto/db/search.aspx?db=950023&agfi=0&cls=0&uni=True&cid=0&gp=15&showgp=False&prec=False&md=299&pd=4&msd=293&psd=201&mdd=299&pdd=4&count=10&wrd=ZHANG+Fa%ee%80%91ming%ee%80%8b%ee%80%881">ZHANG Faming1</a> ; <a target="_blank" href="/auto/db/search.aspx?db=950023&agfi=0&cls=0&uni=True&cid=0&gp=15&showgp=False&prec=False&md=299&pd=4&msd=293&psd=201&mdd=299&pdd=4&count=10&wrd=2%ee%80%89">2</a> ; <a target="_blank" href="/auto/db/search.aspx?db=950023&agfi=0&cls=0&uni=True&cid=0&gp=15&showgp=False&prec=False&md=299&pd=4&msd=293&psd=201&mdd=299&pdd=4&count=10&wrd=+CHEN+Zu%ee%80%91yu%ee%80%8b1+"> CHEN Zuyu1 </a> ; <a target="_blank" href="/auto/db/search.aspx?db=950023&agfi=0&cls=0&uni=True&cid=0&gp=15&showgp=False&prec=False&md=299&pd=4&msd=293&psd=201&mdd=299&pdd=4&count=10&wrd=+Mi+Hong%ee%80%91liang%ee%80%8b1%ee%80%83++(1.China+Institute+of+Water+Resource+and+Hydropower+Research"> Mi Hongliang1 (1.China Institute of Water Resource and Hydropower Research</a> ; <a target="_blank" href="/auto/db/search.aspx?db=950023&agfi=0&cls=0&uni=True&cid=0&gp=15&showgp=False&prec=False&md=299&pd=4&msd=293&psd=201&mdd=299&pdd=4&count=10&wrd=+Beijing+100044"> Beijing 100044</a> ; <a target="_blank" href="/auto/db/search.aspx?db=950023&agfi=0&cls=0&uni=True&cid=0&gp=15&showgp=False&prec=False&md=299&pd=4&msd=293&psd=201&mdd=299&pdd=4&count=10&wrd=%ee%80%83China">China</a> ; <a target="_blank" href="/auto/db/search.aspx?db=950023&agfi=0&cls=0&uni=True&cid=0&gp=15&showgp=False&prec=False&md=299&pd=4&msd=293&psd=201&mdd=299&pdd=4&count=10&wrd=2.+Civil+Engineering+College+of+Hehai+University">2. Civil Engineering College of Hehai University</a> ; <a target="_blank" href="/auto/db/search.aspx?db=950023&agfi=0&cls=0&uni=True&cid=0&gp=15&showgp=False&prec=False&md=299&pd=4&msd=293&psd=201&mdd=299&pdd=4&count=10&wrd=+Nanjing++210098"> Nanjing 210098</a> ; <a target="_blank" href="/auto/db/search.aspx?db=950023&agfi=0&cls=0&uni=True&cid=0&gp=15&showgp=False&prec=False&md=299&pd=4&msd=293&psd=201&mdd=299&pdd=4&count=10&wrd=China)">China)</a></li><li>中文关键词:<a target="_blank" href="/auto/db/search.aspx?db=950023&agfi=0&cls=0&uni=True&cid=0&gp=15&showgp=False&prec=False&md=299&pd=4&msd=293&psd=201&mdd=299&pdd=4&count=10&wrd=%e9%9a%8f%e6%9c%ba%e6%a5%94%e4%bd%93">随机楔体</a> ; <a target="_blank" href="/auto/db/search.aspx?db=950023&agfi=0&cls=0&uni=True&cid=0&gp=15&showgp=False&prec=False&md=299&pd=4&msd=293&psd=201&mdd=299&pdd=4&count=10&wrd=%e4%b8%89%e7%bb%b4%e7%bd%91%e7%bb%9c%e6%a8%a1%e6%8b%9f">三维网络模拟</a> ; <a target="_blank" href="/auto/db/search.aspx?db=950023&agfi=0&cls=0&uni=True&cid=0&gp=15&showgp=False&prec=False&md=299&pd=4&msd=293&psd=201&mdd=299&pdd=4&count=10&wrd=%e9%94%9a%e5%9b%ba">锚固</a> ; <a target="_blank" href="/auto/db/search.aspx?db=950023&agfi=0&cls=0&uni=True&cid=0&gp=15&showgp=False&prec=False&md=299&pd=4&msd=293&psd=201&mdd=299&pdd=4&count=10&wrd=%e7%bb%93%e6%9e%84%e9%9d%a2">结构面</a></li><li>英文关键词:<a target="_blank" href="/auto/db/search.aspx?db=950023&agfi=0&cls=0&uni=True&cid=0&gp=15&showgp=False&prec=False&md=299&pd=4&msd=293&psd=201&mdd=299&pdd=4&count=10&wrd=random+wedge">random wedge</a> ; <a target="_blank" href="/auto/db/search.aspx?db=950023&agfi=0&cls=0&uni=True&cid=0&gp=15&showgp=False&prec=False&md=299&pd=4&msd=293&psd=201&mdd=299&pdd=4&count=10&wrd=++3D+joint+mapping"> 3D joint mapping</a> ; <a target="_blank" href="/auto/db/search.aspx?db=950023&agfi=0&cls=0&uni=True&cid=0&gp=15&showgp=False&prec=False&md=299&pd=4&msd=293&psd=201&mdd=299&pdd=4&count=10&wrd=++anchorage"> anchorage</a> ; <a target="_blank" href="/auto/db/search.aspx?db=950023&agfi=0&cls=0&uni=True&cid=0&gp=15&showgp=False&prec=False&md=299&pd=4&msd=293&psd=201&mdd=299&pdd=4&count=10&wrd=discontinuity">discontinuity</a></li><li>出版日期:2002-06-15</li><li>机构:河海大学土木工程学院 , 河海大学土木工程学院 , 中国水利水电科学研究院岩土所 江苏南京210098 中国水利水电科学研究院岩土所 北京100044 ,江苏南京210098 ,北京100044</li><li>年:2002</li><li>期:02</li><li>出版单位:西安工程学院学报</li></ul></td> </tr> </table> </div> </div> <div style="height: 15px;"> </div> <div> <div style="background: url( '/site/pub/img/1992.png' ) no-repeat; padding-left:20px;"> 摘要 </div> <div style="padding: 10px 0px 10px 20px;border-top: #ccc 1px solid;background-color: #F7FBFF; text-indent:24px;">针对水工建筑物深开挖边坡中常出现的随机楔体,应用概率与统计学理论,分析组成楔体结构面的分布及组合特征,采用三维<font color="red">结构面网络模拟</font>的方法模拟边坡工程中的结构面分布,进一步研究随机楔体稳定性及分布规律,提出了三维随机楔体的稳定性系统分析方法,为边坡加固提供了理论依据。<br><Abstrcat> Based on probability and statistics theory, the statistic characteristics of joints which can be used to buill up wedges were analyzed in this paper. Furthermore, by using simulation methods, 3D joint mapping was taken out and used in the analysis of stablity of random 3D wedges.</div> </div> <div style="height: 15px;"> </div> <div> <div style="background: url( '/site/pub/img/1992.png' ) no-repeat; padding-left:20px;"> 引文 </div> <div style="padding: 10px 0px 10px 20px;border-top: #ccc 1px solid;background-color: #F7FBFF; text-indent:24px;">[1] 于展缓,张社荣,孙湄,郭怀志.块状岩体结构面的概率模型 <br>    [A].见:工程结构可靠性-全国第八届学术交流会议文集[C].北京:地震出版社,1996.133~140. <br>    [2] 邬爱清,任放,郭玉.节理岩体开挖面上块体随机分布及锚固方式研究[A].见:葛修润主编.计算机方法在岩石力学中的应用[C].武汉:武汉测绘科技大学出版社,1994.166~170. <br>    [3] 陈剑平,肖树芳,王清.随机不连续面三维网络计算机的模拟原理[M].长春:东北师范大学出版社,1995.</div> </div><div style="padding:0px;width:1006px;"><div style="padding:10px 0px 0px 0px;"><div id="n_m_b_11" style="height:110px;overflow: hidden;background: #FFFFFF url('/site/prv/img/1358.jpg') repeat-x;_background:#FFFFFF; _filter:progid:DXImageTransform.Microsoft.AlphaImageLoader(src='/site/prv/img/1358.jpg' ,sizingMethod='crop');"><div style="color:buttontext;line-height:21px;font-size:12px;padding:25px 0px 0px 0px;"><P align=center><FONT color=black>版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心</FONT></P> <P align=center> </P> <DIV style="DISPLAY: none"> <SCRIPT language=JavaScript src="http://s95.cnzz.com/stat.php?id=5326783&web_id=5326783"></SCRIPT> </DIV> <DIV style="DISPLAY: none"> <SCRIPT language=JavaScript src="http://s95.cnzz.com/stat.php?id=5326783&web_id=5326783"></SCRIPT> </DIV></div></div></div></div></div></body></html>