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钢纤维水泥土无侧限抗压强度试验研究
引用本文:何培玲,张厚先,杨平,嵇小雷,杨增文.钢纤维水泥土无侧限抗压强度试验研究[J].南京工程学院学报(自然科学版),2006,4(2):38-42.
作者姓名:何培玲  张厚先  杨平  嵇小雷  杨增文
作者单位:1. 南京工程学院建筑工程系,江苏,南京,211167
2. 南京林业大学土木工程学院,江苏,南京,211000
基金项目:南京工程学院校科研和教改项目
摘    要:通过实验室试验及分析得到了各影响因素(水泥掺量、钢纤维掺量、含水量、龄期)对钢纤维水泥土无侧限抗压强度、变形模量的影响规律.可为钢纤维水泥土的设计和施工提供参考依据.

关 键 词:钢纤维水泥土  无侧限抗压强度  变形模量  实验室试验  影响因素
文章编号:1672-2558(2006)02-0038-05
收稿时间:2005-10-10
修稿时间:2005年10月10

An Experimental Study of the Unconfined Compressive Strength of Steel Fiber Reinforced Soil-cement
HE Pei-ling,ZHANG Hou-xian,YANG Ping,JI Xiao-lei,YANG Zeng-wen.An Experimental Study of the Unconfined Compressive Strength of Steel Fiber Reinforced Soil-cement[J].Journal of Nanjing Institute of Technology :Natural Science Edition,2006,4(2):38-42.
Authors:HE Pei-ling  ZHANG Hou-xian  YANG Ping  JI Xiao-lei  YANG Zeng-wen
Abstract:The unconfined compressive strength of steel fiber reinforced soil-cement and modulus of deformation are influenced by such factors as the cement ratio, the steel-fiber ratio, the water ratio and the age by laboratory experiments and analysis, the paper finds out relationships between these factors, thus providing a guidance to the production and application of the cement.
Keywords:steel fiber reinforced soil-cement  unconfined compressive strength  modulus of deformation  laboratory ex- periments  influencing factors
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