BEHAVIOR OF SOIL-CEMENT SPECIMENS IN UNCONFINED DYNAMIC COMPRESSION

被引：11

作者：

DAVIES, J

FENDUKLY, LM

机构：

[1] Department of Civil Engineering and Building, University of Glamorgan, Pontypridd, CF37 1DL, Mid Glamorgan

来源：

JOURNAL OF MATERIALS SCIENCE | 1994年 / 29卷 / 12期

关键词：

D O I：

10.1007/BF00356672

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

The response of the cement-stabilized red marl to dynamic loading in compression has been investigated over a range of cement contents and curing times. Specimens were subjected to different stress levels below unconfined compressive strength, at a frequency of 5 Hz, and a fatigue relationship for the material was developed. The value of resilient modulus was found to be greater than the modulus of elasticity for the same cement content and curing time.

引用

页码：3255 / 3260

页数：6