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典型施工作用下的土体性质变异研究
引用本文:徐建平,潘树林.典型施工作用下的土体性质变异研究[J].华中科技大学学报(城市科学版),2002,19(1):39-43.
作者姓名:徐建平  潘树林
作者单位:1. 武汉市轨道交通有限公司,湖北,武汉,430017
2. 中铁十二局集团,山西,太原,030032
摘    要:土体受施工扰动的特性主要表现为应力状态和应力路径的改变、工程性质的变异,因此对基坑开挖、桩基施工、强夯及盾构隧道掘进等典型施工作用下,周围土体所产生的扰动影响进行了系统研究.

关 键 词:施工  土体扰动  应力状态  应力路径  土性参数  变异
文章编号:1000-5730(2002)01-0039-05
修稿时间:2002年3月18日

Research on the Variances of Characteristics of Soil by Typical Constructions
Research on the Variances of Characteristics of Soil by Typical Constructions.Research on the Variances of Characteristics of Soil by Typical Constructions[J].Journal of Huazhong University of Science and Technology,2002,19(1):39-43.
Authors:Research on the Variances of Characteristics of Soil by Typical Constructions
Abstract:The characteristics of disturbed soil by constructions mainly include the changes of stress condition and stress path and the variances of engineering property of soil. In this paper, the characteristics of surrounding soil disturbed by the typical constructions such as excavation, pile driving, dynamic consolidation method and tunneling are studied.
Keywords:construction  disturbed soil  stress condition  stress path  soil parameter  variance
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