Study on application of argil fly-ash concrete to highway-bridge abutment-backfill
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Study on application of argil fly-ash concrete to highway-bridge abutment-backfill
Vol. 27, Issue 11, (2006)
作者机构:
1. 华南理工大学 道路研究所,广州,510641
2. 深圳市天健(集团)股份有限公司,深圳,518034
3. 东南大学 交通学院,南京,210096
作者简介:
基金信息:
DOI:
CLC:U432
Online First:04 December 2013,
Published:2006
稿件说明:
移动端阅览
GE Zhe-sheng, HUANG Xiao-ming, ZHANG Xiao-ling, et al. Study on application of argil fly-ash concrete to highway-bridge abutment-backfill[J]. 2006, 27(11).
DOI:
GE Zhe-sheng, HUANG Xiao-ming, ZHANG Xiao-ling, et al. Study on application of argil fly-ash concrete to highway-bridge abutment-backfill[J]. 2006, 27(11).DOI:
Study on application of argil fly-ash concrete to highway-bridge abutment-backfill
The mechanical properties of argil fly-ash concrete and effectiveness of its application to abutment-backfill are investigated by material experiment
centrifugal modeling test and numerical calculation. It is pointed that the properties of argil fly-ash concrete are superior to that of other backfill materials. Its properties have the advantages of light mass
high strength and high modulus. In addition
its construction method is different to that of other materials. Its soil pressure and settlement are smaller than that of other materials markedly. Consequently
the results indicate that the argil fly-ash concrete is recommendable backfill material.