Microstructural and mechanical properties of marine clay cemented with industrial waste residue-based binder (IWRB)

被引:8
作者
Kou, Hailei [1 ]
Jing, Hao [1 ]
Wu, Chuangzhou [2 ,3 ]
Ni, Pengpeng [3 ]
Wang, Yiyi [4 ]
Horpibulsuk, Suksun [5 ,6 ]
机构
[1] Ocean Univ China, Coll Engn, Qingdao 266100, Peoples R China
[2] Zhejiang Univ, Ocean Coll, Inst Port Coastal & Offshore Engn, Zhoushan 316021, Peoples R China
[3] Sun Yat Sen Univ, Guangdong Res Ctr Underground Space Exploitat Tec, Sch Civil Engn, Southern Marine Sci & Engn Guangdong Lab Zhuhai,G, Guangzhou 510275, Peoples R China
[4] Hangzhou Environm Monitoring Cent Stn, 4 Hangda Rd, Hangzhou 310007, Peoples R China
[5] Suranaree Univ Technol, Sch Civil Engn, Nakhon Ratchasima 30000, Thailand
[6] Suranaree Univ Technol, Ctr Excellence Innovat Sustainable Infrastruct De, Nakhon Ratchasima 30000, Thailand
关键词
Ground improvement; Industrial waste residue-based binder; Marine clay; Mechanical properties; Microstructural properties; Portland cement; ACTIVATED FLY-ASH; COMPRESSION INDEX; EMPIRICAL CORRELATIONS; STRENGTH DEVELOPMENT; BANGKOK CLAY; LIME; BEHAVIOR; SOIL; STABILIZATION; CONSOLIDATION;
D O I
10.1007/s11440-021-01332-4
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Improving the engineering properties of low-strength soft clay in an environmentally friendly way becomes a challenge in coastal areas. Conventional ground treatment techniques for marine clay using cement can cause significant environmental pollution. In this study, the potential use of industrial waste residue-based binder (IWRB), a silicate-based chemical modified by a powdery polymer, as a substitute for Portland cement (PC) is investigated. Collected marine clay was treated with various IWRB-to-PC ratios (0:8, 4:4, 2:6 and 8:0 wt. %) to measure the mechanical properties, through unconfined compression (UC) test and one-dimensional consolidation (ODC) test, and the microstructural and mineralogical characters, through scanning electron microscopy (SEM), X-ray diffraction (XRD), thermogravimetry analysis (TGA) and Fourier transform infrared spectroscopy (FT-IR). The strength and the deformation of specimens treated with mixed IWRB and PC in a ratio of 1:1 were similar to those improved with PC alone, but the toughness was significantly improved. The microstructural results demonstrated that the cementitious compounds (C-S-H and C-A-S-H) increased significantly in the early curing stage of marine clay treated with IWRB, contributing to the improvement of mechanical properties. It is suggested that IWRB can be an effective substitute for PC to reduce the cost and environmental pollution.
引用
收藏
页码:1859 / 1877
页数:19
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