Authors:R. Kusiorowski, T. Zaremba, J. Piotrowski, and J. Adamek
the grinding ability of the obtained materials, additional SEM analysis of thermal-treated samples after manually pulverized in a hand agate mortar was carried out.
Origin and LOI of tested samples
Authors:Cristian Petruş, Valeriu Stoian, Marius Moşoarcă, and Anthimos Anastasiadis
, Guidi N. , Verlato G. , Modena C.
Effectiveness of plasters and textile reinforced mortars for strengthening clay masonry infill walls subjected to combined inplane/out-of-plane actions
which a (large) part of the cement was replaced by BFS. Besides the isothermal calorimetric measurements, semi-adiabatic and adiabatic calorimetric measurements were executed on mortar or concrete. In comparison to the calorimetric tests performed by De
Authors:J. A. Stratis, M. Lalia-Kantouri, El. Charalambous, A. Charalambous, and N. Kantiranis
both destructive and non-destructive has been used for the qualitative and quantitative characterization of ancient mortars, plasters, and clay ceramics.
The Ottoman ceramic tobacco pipes were used in the daily life for both men and women from
Roman coins found in a ploughed field during the instrumental survey, pieces of brick, stone, and mortar indicated that most of the underground remains of the buildings had already been destroyed. This was confirmed by the excavation. The primary layer
method (case 1), the sample was wrapped without any treatment and the non-exposed surface was covered with foil, which typically forms to the cone calorimeter. In the second method (case 2), the sample was produced with cement mortar and the shape of the
Authors:Kanokon Nuilek, Andrea Simon, and Peter Baumli
) at a mass ratio of 1:1 and milled for 1 h by mortar. Then, the mixed peanut shell was heat treated at 800 °C for 1 h in a stainless steel tube furnace under argon atmosphere. After this process, carbon was extracted from KOH containing mixture with
Authors:M. Kuliffayová, L’. Krajči, I. Janotka, and V. Šmatko
compressive strength for high-performance concretes and mortars up to 28 days [ 18 , 23 ].
The critical factor affecting the performance of concrete structure is pore structure development—pore size distribution rather than the total porosity. The
Authors:M. S. Amin, S. A. Abo-El-Enein, A. Abdel Rahman, and Khaled A. Alfalous
revealed that silica fume accelerated both the C 3 S and C 3 A hydration in the first few hours [ 2 ]. In addition, the compressive strengths of silica fume cement paste and mortar were evaluated at various water–cementitious ratios; the results showed that