• Nenhum resultado encontrado

Mat. Res. vol.14 número3

N/A
N/A
Protected

Academic year: 2018

Share "Mat. Res. vol.14 número3"

Copied!
10
0
0

Texto

Imagem

Table 3. Physical and chemical characteristics of the polycarboxylate  admixture.
Table 5 also shows the compressive strength of N-GGBFS  specimens at 7, 28 and 90 days of curing
Figure 1. The relationship between split tensile strength and compressive  strength of the specimens cured at a) 7 days, b) 28 days and c) 90 days
Table 6 shows that with increasing GGBFS content, the total  specific pore volumes of concretes are decreased and the most  probable pore diameters of concretes shift to smaller pores and fall  in the range of few-harm pore, which indicates that the additi
+2

Referências

Documentos relacionados

of the artificial light weight aggregate on fresh properties and compressive strength of self- compacting mortars’, Construction and Building Materials, vol.116, pp. İbrahim

Algumas IC, e incubadoras no ramo, estão a dar início e a estruturar-se, em torno às diretrizes citadas pela equipa da Cristina Farinha, diretora executiva da ADDICT, e

Autores que se debruçaram teoricamente para estudar esta nova forma de pensar o desenvolvimento, a partir das questões ambientais e dos povos em vulnerabilidade, seja dos

Project simulation length Clock Cycle co-simulation average execution time (ms) Bus Arbitration 100µs 10ns

Tavakoli H.R, Lotfi O, Soleimani S, Falahtabar Shiade M, Prediction of Energy Absorption Capability in Fiber Reinforced Self-Compacting Concrete Containing

Bolted Shear Connectors, Self-Compacting Concrete, Cold-Formed Steel, Composite Beam, Longitudinal Spacing, Push-out Test.. Bolted Shear Connectors Performance in Self-Compacting

This work describes a procedure for determination of Cd, Ni and V in spices by high-resolution continuum source graphite furnace atomic absorption spectrometry (HR-CS GF AAS)

This study aimed to evaluate the effect of 4 different desensitizing agents containing different amounts of fluoride on the shear bond strength of a dual polymerized resin cement and