Earth stabilisation via carbonate precipitation by plant-derived urease for building applications

被引:24
|
作者
Cuccurullo, A. [1 ]
Gallipoli, D. [2 ]
Bruno, A. W. [3 ]
Augarde, C. [4 ]
Hughes, P. [4 ]
La Borderie, C. [1 ]
机构
[1] Univ Pau & Pays Adour, Lab SIAME, Pau, France
[2] Univ Genoa, Dipartimento Ingn Civile Chim & Ambientale, Genoa, Italy
[3] Newcastle Univ, Sch Engn, Newcastle Upon Tyne, England
[4] Univ Durham, Dept Engn, Durham, England
基金
欧盟地平线“2020”;
关键词
Soil stabilisation; Biocementation; Enzyme induced carbonate precipitation; Plant-derived urease; Earth construction; INDUCED CALCITE PRECIPITATION; SOIL IMPROVEMENT; CEMENTATION; SAND; TRANSFORMATION; BIOREMEDIATION; UREOLYSIS; ANHYDRASE; STRENGTH; VATERITE;
D O I
10.1016/j.gete.2020.100230
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
Raw (unfired) earth represents a sustainable and efficient alternative to traditional construction materials but its dissemination into building practice has been hindered by a relatively high vulnerability to water erosion. Enzyme induced carbonate precipitation (EICP) can improve the durability of earth materials without using traditional chemical binders such as cement and lime. EICP utilises the urease enzyme to catalyse the hydrolysis of urea, which produces carbonate ions that react with the calcium ions dissolved in the pore water, thus resulting in the precipitation of calcium carbonate. The calcium carbonate fills the soil voids and binds particles together, which reduces water permeability and increases material strength. The urease enzyme is a hexameric protein that is found in the tissues of many common plants. This work proposes a low-cost and simple stabilisation technology that makes use of crude urease enzyme extracted from soybeans. This technology is applied to the stabilisation of compacted earth, whose properties are then assessed via unconfined compression, moisture buffering and durability tests. The findings suggest a noticeable improvement of material strength and durability, though further investigation is necessary to increase the competitiveness of EICP stabilisation against standard techniques using cement and lime.
引用
收藏
页数:11
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