摘要
根据在圆砾、卵石层中所作的动力触探和静力载荷测试资料 ,初步建立动测锤击数 N6 3 .5 与承载力 fk、变形模量 E0 的相关关系 ,以 N6 3 .5 确定圆砾、卵石压缩模量 Es值。在实际工程中已将该方法确定的圆砾、卵石的 Es值用于基础方案的论证中。
According to the data tested on the layer of cobble and pebble by dynamic touching and static load, we primarily set up the relevent relationship between the dynamic test thump number N\-\{63 5\} and the sustainability f\-k and the transformation modulus E\-0 so as to determine the compression modulus Es value of cobble and pebble In the practical project, we have achieved satisfactory results by applying this Esvalue to the proof of the basic scheme
出处
《广西工学院学报》
CAS
2000年第4期71-73,共3页
Journal of Guangxi University of Technology
关键词
动测锤击数
圆砾
卵石
变形模量
压缩模量
地基
dynamic test thump number
cobble
pebble
transformation modulus
compression modulus
