Recycling hazardous water treatment sludge in cement-based construction materials: Mechanical properties, drying shrinkage, and nano-scale characteristics

2021 ◽  
pp. 125832
Author(s):  
Zhi-hai He ◽  
Ying Yang ◽  
Qiang Yuan ◽  
Jin-yan Shi ◽  
Bao-ju Liu ◽  
...  
2021 ◽  
Vol 42 ◽  
pp. 102471
Author(s):  
Ertugrul Erdogmus ◽  
Maria Harja ◽  
Osman Gencel ◽  
Mucahit Sutcu ◽  
Ali Yaras

2021 ◽  
Vol 54 (4) ◽  
Author(s):  
Mariana Bandieira ◽  
Tuani Zat ◽  
Silvio Lisboa Schuster ◽  
Luiz Henrique Justen ◽  
Heliton Weide ◽  
...  

Concrete is recognized as a quite breakable material when exposed to impact loading and normal stresses. Concrete tensile strength is nearly one-tenth of its compressive strength. As a result of which concrete members are not able to support such stresses and loads which mainly occurs in most concrete structures. So, we mainly reinforce it with such materials which help it to increase its tensile and flexural strength. Fibers are the material which helps to increase the toughness and durability of concrete and reduce plastic and drying shrinkage. As we know cement, sand and aggregate are three basic construction materials. Due to the huge demand for these materials, their deposits are scarce. So, we need to find the material which can replace them partially and fully. Stone quarry dust is material that may be used to replace sand partially and fully. In this study, the casting of moulds for various percentage of stone quarry dust (5%, 10%, 20%, 30%, 40%, and 50%) is carried and maximum value for stone quarry dust is obtained. After obtaining the max value of stone quarry dust at 10% it is replaced with various percentages of polypropylene fiber (0%, 0.1%, 0.2% and 0.3%). This study aims to investigate the limit up to which stone quarry can be replaced with sand for M35 grade of concrete and to investigate the combined effect of stone quarry dust (10%) and polypropylene fiber with varying percentage (0%, 0.1%, 0.2%, and 0.3%).


2019 ◽  
Vol 204 ◽  
pp. 800-808 ◽  
Author(s):  
Vsévolod Mymrin ◽  
Fernanda M. Hackbart ◽  
Kirill Alekseev ◽  
Monica A. Avanci ◽  
Edgar Winter ◽  
...  

2011 ◽  
Vol 25 (6) ◽  
pp. 2793-2798 ◽  
Author(s):  
Almir Sales ◽  
Francis Rodrigues de Souza ◽  
Fernando do Couto Rosa Almeida

Materials ◽  
2020 ◽  
Vol 14 (1) ◽  
pp. 155
Author(s):  
Régis Pamponet da Fonseca ◽  
Janaíde Cavalcante Rocha ◽  
Malik Cheriaf

The addition of natural fibers used as reinforcement has great appeal in the construction materials industry since natural fibers are cheaper, biodegradable, and easily available. In this work, we analyzed the feasibility of using the fibers of piassava, tucum palm, razor grass, and jute from the Amazon rainforest as reinforcement in mortars, exploiting the mechanical properties of compressive and flexural strength of samples with 1.5%, 3.0%, and 4.5% mass addition of the composite binder (50% Portland cement + 40% metakaolin + 10% fly ash). The mortars were reinforced with untreated (natural) and treated (hot water treatment, hornification, 8% NaOH solution, and hybridization) fibers, submitted to two types of curing (submerged in water, and inflated with CO2 in a pressurized autoclave) for 28 days. Mortars without fibers were used as a reference. For the durability study, the samples were submitted to 20 drying/wetting cycles. The fibers improved the flexural strength of the mortars and prevented the abrupt rupture of the samples, in contrast to the fragile behavior of the reference samples. The autoclave cure increased the compressive strength of the piassava and tucum palm samples with 4.5% of fibers.


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