摘要
泥质粉砂岩全风化工程性质在有关规范中均未进行定量评价 ,这给工程技术人员带来困难与不便。本文根据抚州市工程实测资料 ,评价了软质岩石全风化工程性质 ,提出确定承载力的方法及承载力的取值。
The engineering behavior of whole-weathered pelitic siltstone can not be evaluated rational in criterion, which lead to inconvinence and difficulty for technicians. According to the practical material in Fuzhou, this paper evaluates the engineering behavior of whole-weathered pelitic siltatone and provides the new ways to determine bearing capacity and the value of bearing capacity in different conditions.
出处
《华东地质学院学报》
2001年第4期303-305,共3页
Journal of East China Geological Institute
基金
华东地质学院院长基金资助项目
关键词
抚州市
泥质粉砂岩
工程性质
承载力
成因
时代
pelitic siltstone whole-weathered
engineering behavior
bearing capacity
