The Experimental Study on Performance of the High-Content Slag Cementitious Materials

2013 ◽  
Vol 634-638 ◽  
pp. 311-316
Author(s):  
Ping Yang ◽  
Zhi Gui Qin ◽  
Wei Xia Zhao ◽  
Xi Nan Cai ◽  
Xiao Lin Yuang
Keyword(s):  
Experimental Study ◽  
Compressive Strength ◽  
Mass Production ◽  
Cementitious Materials ◽  
Cementitious Material ◽  
Hydration Heat ◽  
Raw Material ◽  
Heat Temperature ◽  
Economic Profit ◽  
Easy Operation

The research adopts the raw material of 89% slag with the composite activators and the compressive strength, hydration heat, temperature and expansion property of the material are studied. And the new cementitious material is obtained with the properties of low-heat and small expansion, convenience-confect, easy-operation and need no mass production. This material has the remarkable economic profit and good application foreground especially in the mass grouting engineering.

scholarly journals Selective Exploration and Experimental Research of a New Filling Cementitious Material

2019 ◽  
Vol 136 ◽  
pp. 03006
Author(s):  
Li Xin ◽  
Guo Lijie ◽  
Xu Wenyuan ◽  
Li Wenchen
Keyword(s):  
Experimental Study ◽  
Compressive Strength ◽  
Performance Evaluation ◽  
Experimental Research ◽  
Theoretical Basis ◽  
Cementitious Materials ◽  
Cementitious Material ◽  
Actual Situation ◽  
Iron Mine ◽  
Better Than

The method of stage vacant place and subsequent filling has been used in an iron mine in Anhui province, but the effect of underground filling with local cement dose not meet the requirements. Therefore, the cementitious material was developed which suitable for the actual situation of the mine. In this paper, the basic properties, fluidity of filling slurry and strength of filling body between local cement and cementitious materials are compared and studied. The experimental results show that the diffusion of filling slurry with new cementitious material is higher 37.93% than the filling slurry with local cement, and the compressive strength of filling body is higher 75.82% than the filling body with local cement. The testing indexes of the new cementitious material are better than the local cement. Therefore, the new cementitious material for mining can be well adapted to the cemented filling of tailings in this mine. Through the comparative experimental study in this paper, the data support and theoretical basis of performance evaluation and industrial application are provided for mine filling cementitious materials.

scholarly journals Coupled Preparation of Ferronickel and Cementitious Material from Laterite Nickel Ores

Materials ◽  
2020 ◽  
Vol 13 (21) ◽  
pp. 4992
Author(s):  
Ruimeng Shi ◽  
Xiaoming Li ◽  
Yaru Cui ◽  
Junxue Zhao ◽  
Chong Zou ◽  
...  
Keyword(s):  
Direct Reduction ◽  
Cementitious Materials ◽  
Tricalcium Silicate ◽  
Cementitious Material ◽  
Raw Material ◽  
Tricalcium Aluminate ◽  
Thermodynamic Conditions ◽  
Nickel Ores ◽  
Main Components ◽  
Factsage Software

Nickel slags can be produced through ferronickel preparation by the pyrometallurgical processing of laterite nickel ores; however, such techniques are underutilized at present, and serious environmental problems arise from the stockpiling of such nickel ores. In this study, a modification to the process of ferronickel preparation by the direct reduction of carbon bases in laterite nickel ores is proposed. The gangue from the ore is used as a raw material to prepare a cementitious material, with the main components of tricalcium silicate and tricalcium aluminate. By using FactSage software, thermodynamic calculations are performed to analyze the reduction of nickel and iron and the effect of reduction on the formation of tricalcium silicate and tricalcium aluminate. The feasibility of a coupled process to prepare ferronickel and cementitious materials by the direct reduction of laterite nickel ore and gangue calcination, respectively, is discussed under varying thermodynamic conditions. Different warming strategies are applied to experimentally verify the coupled reactions. The coupled preparation of ferronickel and cementitious materials with calcium silicate and calcium aluminate as the main phases in the same experimental process is realized.

Study on CO2 Sequestration Property of Cement Based Composite Cementitious Materials Containing Steel Slag Used in Road

2011 ◽  
Vol 311-313 ◽  
pp. 1949-1952 ◽  
Author(s):  
Ying Li Gao ◽  
Ling Cheng
Keyword(s):  
Mechanical Properties ◽  
Growth Rate ◽  
Compressive Strength ◽  
Mass Fraction ◽  
Carbon Emission ◽  
Steel Slag ◽  
Cementitious Materials ◽  
Current Situation ◽  
Cementitious Material

Cement based composite cementitious material containing steel slag used in road has been prepared to deal with the current situation that the transportation carbon emission increased year by year. In this material, 40% cement has been replaced by equivalent steel slag, which has the ability of CO2sequestration. This paper studied the CO2sequestration effect and the mechanical properties of the pure cement, the pure steel slag, and the cement based composite cementitious materials containing steel slag. It has been shown that the cement based composite cementitious materials containing steel slag have excellent CO2sequestration property. The mass fraction growth rate of carbon reached 10.86% after 1 hour carbonation experiment, the value between which of pure cement and pure steel slag, and the compressive strength of the composite cementitious materials at 28-day age can reach 45.3MPa, meeting the requirements of road.

scholarly journals Compressive Strength Characteristics of Cemented Tailings Backfill with Alkali-Activated Slag

2018 ◽  
Vol 8 (9) ◽  
pp. 1537 ◽  
Author(s):  
Gaili Xue ◽  
Erol Yilmaz ◽  
Weidong Song ◽  
Shuai Cao
Keyword(s):  
Compressive Strength ◽  
Mine Tailings ◽  
Low Cost ◽  
Cementitious Materials ◽  
Cementitious Material ◽  
Solid Wastes ◽  
Fine Grained ◽  
Activated Slag ◽  
The Relationship ◽  
Alkali Activated

With the use of glauberite mineral (GM) and sodium hydroxide (SH) alkaline catalysts to stimulate slag powder’s internal cementation activity and incorporate the two fine-grained solid wastes, such as quicklime (Q) and desulfurized ash (DA), a new cementitious material suitable for mine tailings was developed to replace traditional ordinary Portland cement (OPC) for reducing cement-related costs. A series of uniaxial compressive strength (UCS) tests were carried out on cemented tailings backfill (CTB) samples containing different activators. The results showed that (1) the highest UCS values of 14-day and 28-day cured CTB samples were 1.259 MPa and 2.429 MPa, respectively, and the effect of different activator types was in the order of SH > GM > DA > Q and SH > GM > Q > DA; (2) the relationship between UCS and activator dosages followed the function y = ax3 − bx2 + cx − d. Compared with the OPC 32.5 R cemented samples, the minimum strength growth factor was 1.45, and the maximum reached 2.03; (3) the optimal proportion of DA slag formula was 4.5% or 5.0% Q, 19% DA, 2.5% GM, and 0.7% SH. The aforesaid new cementitious materials met the mine’s UCS requirements with a relatively low cost (17.04–17.20 €/ton) and solved the stacking problem of solid wastes on the surface well. Ultimately, this study provides a useful reference for the development of mineral binders.

Experimental Study on Alkali Stimulating-Steel Slag Cementitious Materials

2011 ◽  
Vol 261-263 ◽  
pp. 551-554
Author(s):  
Gong Xun Wang ◽  
Kui Jun Xu ◽  
Ming Qiao Zhu
Keyword(s):  
Experimental Study ◽  
Steel Slag ◽  
Cementitious Materials ◽  
Cementitious Material ◽  
Hydration Products ◽  
Structure Form ◽  
Alkaline Activator

In order to utilize the waste steel slag effectively, three kinds of alkaline activator such as Na2SO4, Na2SiO3, Na2CO­3 were used to prepare steel slag cementitious material and measure its strength of 28 days and 60 days in the standard wet conditions. Microcosmic structure form of hydration products of cementitious material was analyzed by the test of SEM. The results indicate that: three activators on the strength of steel slag all have certain stimulation effect, and Na2SO4 has the apparent stimulation effect on the strength of steel slag, the analysis and test of SEM also shows that hydration products structure form of steel slag cementitious material added with Na2SO4 is much more than other two activators and is more helpful to improve steel slag strength.

Experimental Study on Preparing Ecological Building Mortar by Using Solid Waste

2013 ◽  
Vol 763 ◽  
pp. 199-202
Author(s):  
Chao Yong Yan ◽  
Zhi Hua Li ◽  
Xiao Min Deng
Keyword(s):  
Adverse Effect ◽  
Experimental Study ◽  
Compressive Strength ◽  
Water Consumption ◽  
Cementitious Materials ◽  
Test Results ◽  
Natural Sand ◽  
Brick Powder ◽  
Different Types ◽  
Ecological Building

This paper presents a kind of ecological building mortar with a compressive strength of M5.0, M7.5 and M10 , which includes waste residue as cementitious materials, and waste brick powder, waste mortar powder reclaimed sand instead of natural sand as aggregate. The test results shows that (1) mortar water consumption increase when recycled sand volume increases, but its water-retaining capacity goes up;(2) when different types of recycled sand are used instead of natural sand for middle and low strength mortar, there is no significant adverse effect on its strength, and the 28d compressive strength can all meet the designed strength requirements; (3) Little difference exists among the influence of different recycled sand on properties of mortar.

scholarly journals Characterization and Hydration Mechanism of Ammonia Soda Residue and Portland Cement Composite Cementitious Material

Materials ◽  
2021 ◽  
Vol 14 (17) ◽  
pp. 4794
Author(s):  
Dong Xu ◽  
Pingfeng Fu ◽  
Wen Ni ◽  
Qunhui Wang ◽  
Keqing Li
Keyword(s):  
Compressive Strength ◽  
Building Materials ◽  
Setting Time ◽  
Cement Composite ◽  
Cementitious Materials ◽  
Heat Of Hydration ◽  
Cementitious Material ◽  
Cement Industry ◽  
Hexagonal Plate ◽  
Hydration Mechanism

The use of ammonia soda residue (ASR) to prepare building materials is an effective way to dispose of ASR on a large scale, but this process suffers from a lack of data and theoretical basis. In this paper, a composite cementitious material was prepared using ASR and cement, and the hydration mechanism of cementitious materials with 5%, 10%, and 20% ASR was studied. The XRD and SEM results showed that the main hydration products of ASR-cement composite cementitious materials were an amorphous C-S-H gel, hexagonal plate-like Ca(OH)2 (CH), and regular hexagonal plate-like Friedel’s salt (FS). The addition of ASR increased the heat of hydration of the cementitious material, which increased upon increasing the ASR content. The addition of ASR also reduced the cumulative pore volume of the hardened paste, which displayed the optimal pore structure when the ASR content was 5%. In addition, ASR shortened the setting time compared with the cement group, and the final setting times of the pastes with 5%, 10%, and 20% ASR were 30 min, 45 min, and 70 min shorter, respectively. When the ASR content did not exceed 10%, the 3-day compressive strength of the mortar was significantly improved, but the 28-day compressive strength was worse. Finally, the hydration mechanism and potential applications of the cementitious material are discussed. The results of this paper promote the use of ASR in building materials to reduce CO2 emissions in the cement industry.

Study on the Density and Performance of Cementitious Materials Compounded by Multiple Mineral Admixtures

2011 ◽  
Vol 374-377 ◽  
pp. 1446-1450
Author(s):  
Hui Xu ◽  
An Qi Lu
Keyword(s):  
Compressive Strength ◽  
Fine Particles ◽  
Cementitious Materials ◽  
Cementitious Material ◽  
Mineral Admixtures ◽  
Material System ◽  
Cement Pastes ◽  
And Performance ◽  
Multiple Mineral ◽  
Ultra Fine Particles

This paper studies on the relative denseness of fresh cement pastes compounded with multi-cementitious materials and the performances of their harden concretes. Results show that with the dense packing of several ultra-fine particles, higher the relative denseness of different cementitious material system, higher the compressive strength and lower the air permeability of the harden concrete. The multi-cementitious material compounded by 37% cement、20% fly ash、40% pulverized slag and 3% silica fume has the higher relative denseness of fresh cement paste, and its compressive strength and air permeation of harden concrete composite is also improved.

scholarly journals Study of an Ecological Cement-Based Composite with a Sustainable Raw Material, Sunflower Stalk Ash

Materials ◽  
2021 ◽  
Vol 14 (23) ◽  
pp. 7177
Author(s):  
Adrian Alexandru Șerbănoiu ◽  
Cătălina Mihaela Grădinaru ◽  
Nicanor Cimpoeșu ◽  
Dumitru Filipeanu ◽  
Bogdan Vasile Șerbănoiu ◽  
...  
Keyword(s):  
Compressive Strength ◽  
Hydrochloric Acid ◽  
Cementitious Material ◽  
Raw Material ◽  
Concrete Composition ◽  
Conventional Concrete ◽  
Freeze Thaw ◽  
Chemical Attack ◽  
Elementary Chemical ◽  
Plant Ash

The use of plant ash as a sustainable cementitious material in concrete composition is a widely researched subject in the construction domain. A plant studied so far more for its thermal insulation properties, sunflower, was analyzed in this study with regard to its ash effects on the concrete composition. The present research aimed to analyze the effects of a 2.5%, 5%, 7.5%, 10%, 15%, 20%, or 30% volume replacement of cement by sunflower stalk ash (SA), a sustainable cementitious material, on the concrete compressive strength at 28 days and three months, the flexural and splitting tensile strengths, the resistance to repeated freeze–thaw cycles, and the resistance to chemical attack of hydrochloric acid. The elementary chemical composition of the SA and the composites was included also. According to the experimental results, SA decreased the values of the compressive and tensile strength of the concrete, but it improved the concrete behavior under repeated freeze–thaw cycles and under the action of hydrochloric acid. A percent of 10% of SA led to a much more pronounced development of compressive strength over time than conventional concrete (26.6% versus 12%).

scholarly journals Effect of Fineness on Mechanical Properties of Cementitious Material Made from Magnesia Slag

2021 ◽  
Vol 290 ◽  
pp. 01011
Author(s):  
Dan Cheng ◽  
Jianxun Ma ◽  
Yilei Zhang ◽  
Xuhui Chen ◽  
Wenxiao Li
Keyword(s):  
Mechanical Properties ◽  
Compressive Strength ◽  
Flexural Strength ◽  
Cementitious Materials ◽  
Cementitious Material ◽  
Cement Clinker ◽  
Production Environment ◽  
Portland Cement Clinker ◽  
Cementing Material ◽  
Magnesia Slag

Magnesium slag is a kind of solid waste discharged by magnesium alloy related industries in the process of producing magnesium products or their alloys. Its composition is similar to Portland cement clinker, so it has great potential to be used as a new cementing material. In this paper, magnesium slag cementitious material specimens with different fineness were made by imitating the actual production environment. The flexural strength and compressive strength of specimens with different curing ages were tested, and the influence of fineness on them was analyzed. The results show that the fineness has a significant effect on the mechanical properties of pure magnesium slag cementitious materials. Its effect on the early strength is greater than that on the later strength. But the flexural strength and compressive strength will not always increase with the increase of fineness. There is a reasonable range of fineness.

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