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Improved slope safety analysis by new Druker-Prager type criterion
  • ISSN号:1000-4548
  • 期刊名称:《岩土工程学报》
  • 时间:0
  • 分类:TU43[建筑科学—岩土工程;建筑科学—土工工程] TQ172.4[化学工程—水泥工业;化学工程—硅酸盐工业]
  • 作者机构:[1]Key Laboratory of Geo-mechanics and Embankment Engineering of Ministry of Education, Hohai University, Nanjing 210098, China, [2]Geotechnical Research Institute, Hohai University, Nanjing 210098, China, [3]Laboratoire de Mecanique de Lille, UMR CNRS 8107, Equipe Mecanique des Geomateriaux Coherents, Polytech'Lille, Cite Scientifique, 59655 Villeneuve d'Ascq, France
  • 相关基金:Project(2010B 14814) supported by the Fundamental Research Funds for the Central Universities of China; Project(200801133) supported by the Ministry of Water Resources of China for Public Welfare Profession; Project(50809023) supported by the National Natural Science Foundation of China
中文摘要:

基于 Mohr 库仑(M-C ) 标准,为 geomaterial 的 Druker-Prager (D-P ) 标准的参数在非联系的流动统治下面被决定,并且因此,一个新 D-P 类型标准被介绍。二个假设在推导期间被采用:1 ) 由 M-C 模型和 D-P 模型的主要种类是相等的,并且 2 ) 材料在飞机种类状况下面。在飞机上基于表面的分析,比有 M-C 的 D-P 标准约束圆或 M-C 刻写圆的,建议 D-P 类型标准才好,并且为压力矿脉角度是适用的不到零。由在飞机种类状况和另外的 D-P 标准下面把预言的结果与沙的测试数据作比较,建议标准被验证并且与测试数据同意很好,它进一步在矿脉角度的某些范围比另外的 D-P 类型标准更好被证明是。标准被用户子程序编进有限差别包裹 FLAC3D,并且被用来由力量减小方法分析一个斜坡的稳定性。从建议标准的预言的斜坡安全因素由斯宾塞方法与那同意很好,并且它从经典 D-P 标准是比那更精确的。

英文摘要:

Based on Mohr-Coulomb (M-C) criterion, the parameters of Druker-Prager (D-P) criterion for geomaterial were determined under non-associated flow rule, and thus a new D-P type criterion was presented. Two assumptions were employed during the derivation: 1) principal strains by M-C model and D-P model are equal, and 2) the material is under plane strain condition. Based on the analysis of the surface on rt plane, it is found that the proposed D-P type criterion is better than the D-P criterion with M-C circumscribed circle or M-C inscribed circle, and is applicable for stress Lode angle less than zero. By comparing the predicted results with the test data of sand under plane strain condition and other D-P criteria, the proposed criterion is verified and agrees well with the test data, which is further proved to be better than other D--P type criteria in certain range of Lode angle. The criterion was compiled into a finite difference package FLAC3D by user-subroutine, and was used to analyze the stability of a slope by strength reduction method. The predicted slope safety factor from the proposed criterion agrees well with that by Spencer method, and it is more accurate than that from classic D-P criteria.

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期刊信息
  • 《岩土工程学报》
  • 中国科技核心期刊
  • 主管单位:中国科协
  • 主办单位:中国水利学会 中国土木工程学会 中国力学学会 中国建筑学会 中国水力发电工程学会 中国振动工程学会
  • 主编:蔡正银
  • 地址:南京虎踞关34号
  • 邮编:210024
  • 邮箱:ge@nhri.cn
  • 电话:025-85829553 85829534
  • 国际标准刊号:ISSN:1000-4548
  • 国内统一刊号:ISSN:32-1124/TU
  • 邮发代号:28-62
  • 获奖情况:
  • 中国科协二等奖,江苏省首届优秀期刊奖,连续三次被评为核心期刊
  • 国内外数据库收录:
  • 美国化学文摘(网络版),荷兰文摘与引文数据库,美国工程索引,美国剑桥科学文摘,日本日本科学技术振兴机构数据库,中国中国科技核心期刊,中国北大核心期刊(2004版),中国北大核心期刊(2008版),中国北大核心期刊(2011版),中国北大核心期刊(2014版),中国北大核心期刊(2000版)
  • 被引量:54826