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干湿-碳化耦合作用对全珊瑚海水混凝土耐久性的影响

达波 余红发 麻海燕 窦雪梅 吴彰钰 陈岩

东南大学学报(英文版)2021,Vol.37Issue(1):67-74,8.
东南大学学报(英文版)2021,Vol.37Issue(1):67-74,8.DOI:10.3969/j.issn.1003-7985.2021.01.009

干湿-碳化耦合作用对全珊瑚海水混凝土耐久性的影响

Effect of carbonation-drying-wetting on durability of coral aggregate seawater concrete

达波 1余红发 2麻海燕 3窦雪梅 4吴彰钰 5陈岩5

作者信息

  • 1. 河海大学港口海岸与近海工程学院,南京210098
  • 2. 河海大学长江保护与绿色发展研究院,南京210098
  • 3. 南通河海大学海洋与近海工程研究院,南通226300
  • 4. 河海大学海岸灾害及防护教育部重点实验室,南京210098
  • 5. 南京航空航天大学土木工程系,南京210016
  • 折叠

摘要

Abstract

Based on the drying-wetting cycles experiment and the carbonation-drying-wetting cycles experiment for coral aggregate seawater concrete(CASC)with different strength grades,the effects of carbonation-drying-wetting on the durability of CASC are studied with the surface state,mass loss rate,relative dynamic elastic modulus,ultrasonic wave velocity and cube compressive strength as indices.Results show that the mass loss rate of CASC increases gradually with the increase in cycle times in the drying-wetting and carbonation-drying-wetting cycles.The mass loss rate increases relatively slowly at the initial stage but it increases remarkably after 10 cycles.The relative dynamic elastic modulus and ultrasonic wave velocity decrease gradually with the increase in cycle times.After 6 cycles,the decrease rate of the relative dynamic elastic modulus and ultrasonic wave velocity of CASC tends to be flat and the surface is slightly damaged.Compared with the initial 28 d cube compressive strength,the cube compressive strength of CASC decreases by 8.8%to 11.0%.Drying-wetting cycles and carbonation can accelerate seawater erosion on CASC,and drying-wetting cycles result in salting-out and accelerate the destruction of concrete.Therefore,the carbonation-drying-wetting accelerates the destruction of CASC.

关键词

全珊瑚海水混凝土/干湿循环/干湿-碳化耦合作用/质量损失率/动弹性模量/超声波波速

Key words

coral aggregate seawater concrete/drying-wetting cycles/carbonation-drying-wetting cycles/mass loss rate/relative dynamic elastic modulus/ultrasound wave velocity

分类

建筑与水利

引用本文复制引用

达波,余红发,麻海燕,窦雪梅,吴彰钰,陈岩..干湿-碳化耦合作用对全珊瑚海水混凝土耐久性的影响[J].东南大学学报(英文版),2021,37(1):67-74,8.

基金项目

The National Natural Science Foundation of China(No.11832013,51878350),the Fundamental Research Funds for the Central Universities(No.B210202023),the Natural Science Foundation of Jiangsu Province(No.BK20180433),the Water Resources Science and Technology Project of Jiangsu Province(No.2020017),the Basic Science Research Project of Nantong(No.JC2020120),the Key Labo-ratory of Coastal Disaster and Defence of Ministry of Education(Hohai University)(No.202006). (No.11832013,51878350)

东南大学学报(英文版)

1003-7985

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