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用突变理论分析高速公路路堤土体稳定性
引用本文:汪祖民.用突变理论分析高速公路路堤土体稳定性[J].苏州科技学院学报(工程技术版),2003,16(3):61-65.
作者姓名:汪祖民
作者单位:苏州科技学院,城市与环境学系,江苏,苏州,215011
摘    要:用突变理论分析土体稳定性,并对苏嘉杭高速公路(江苏南段)A9标段K91 934断面沉降观测数据进行了计算,得出的结论与工程实际相吻合,为适当提高控制沉降速率提供了理论依据。

关 键 词:高速公路  路堤  土体稳定性  突变理论  沉降速率  变形监测  失稳时间
文章编号:1672-0679(2003)03-0061-05
修稿时间:2003年5月26日

Analysis of Stability of Unrefined Substance in Highway Roadbed with Mutation Theory
WANG Zu-min.Analysis of Stability of Unrefined Substance in Highway Roadbed with Mutation Theory[J].Journal of University of Science and Technology of Suzhou:Engineering and Technology,2003,16(3):61-65.
Authors:WANG Zu-min
Abstract:Analysis of unrefined substance in highway roadbed with mutation theory is made and the observation data of speedway are calculated. The results prove consistent with the practical conclusion and theoretically meaningful for proper control of sedimentation speed.
Keywords:mutation theory  expressway grounds  dust stability  highroad  sedimentation speed
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