Comparative analysis about carbon emission of precast pile and cast-in-situ pile

被引:14
|
作者
Lyu Fanren [1 ]
Shao Hongcai [1 ]
Zhang Wen [1 ]
机构
[1] Yangzhou Polytech Coll, Civil Engn Dept, Yangzhou 225000, Jiangsu, Peoples R China
关键词
Carbon emission; Bearing capacity; Prestressed concrete pipe pile; Cast-in-situ pile; Battered pile;
D O I
10.1016/j.egyr.2022.03.101
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
Building construction are attaching greater importance to decrease carbon emissions in order to mitigate greenhouse effects. Precast pile foundation and cast-in-situ pile foundation are main types of foundations. This paper calculates carbon emissions from prestressed pipe pile foundation and cast-in-situ pile foundation under the same bearing capacity, as well as the carbon emissions from different rectifications to battered piles. Prestressed concrete pipe pile foundation demonstrates comparatively less carbon emissions than cast-in-situ pile foundation. The latter releases 1.4 times more carbon than the former. In the rectifications of battered piles, prestressed concrete pipe pile foundation has significantly lowered carbon emissions, to as much as one third of other solutions. This paper also reveals that measures to reduce carbon emissions involve two raw materials, concrete and steel. Carbon emissions should be listed as the fourth parameter in the design of foundation on the basis of bearing capacity, settlement and economical cost. Green, low-carbon, regenerable raw materials are to be explored and selected for building industry. (C) 2022 The Author(s). Published by Elsevier Ltd.
引用
收藏
页码:514 / 525
页数:12
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