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Article | 28-August-2018

THAUMASITE NON-SULPHATE ATTACK AT AMBIENT TEMPERATURE AND PRESSURE

formation in corroded specimen made of CEM I (Portland cement) and of CEM III (slag cement) after 4 days of immersion in saturated water solution of NH4Cl.

Barbara SŁOMKA-SŁUPIK, Adam ZYBURA

Architecture, Civil Engineering, Environment, Volume 10 , ISSUE 3, 73–80

Article | 28-August-2018

EFFECT OF METAKAOLIN DEVELOPED FROM LOCAL NATURAL MATERIAL SOORH ON WORKABILITY, COMPRESSIVE STRENGTH, ULTRASONIC PULSE VELOCITY AND DRYING SHRINKAGE OF CONCRETE

The utilization of pozzolanic materials like metakaolin (MK) in cement mortar and concrete is growing in construction industry all around the world to reduce the CO2 release into the atmosphere and reduce energy consumption. This study instigates the performance of concrete containing locally developed metakaolin in terms of workability, unit weight, compressive strength, ultrasonic pulse velocity and drying shrinkage of concrete. The Portland cement (PC) is replaced by inclusion of developed

Abdullah SAAND, Manthar Ali KEERIO, Daddan khan BANGWAR

Architecture, Civil Engineering, Environment, Volume 10 , ISSUE 2, 115–122

research-article | 30-November-2020

HIGH TEMPERATURE PERFORMANCE OF SELF-COMPACTING CONCRETE CONTAINING BORON ACTIVE BELITE CEMENT

affect the rheological and mechanical properties of the composite [6–11]. Temperature variation causes major problems for cement, mortar, and concrete due to the accelerated hydration of conventional cements and the rapid evaporation of mixing water. High temperature leads the fresh mix to gain strength much faster with time compared to similar ones at moderate temperatures [7, 12]. Cement is one of the most basic components of the concrete. Because of the predominance of Portland cement it consists

Abdulkadir Cüneyt AYDIN, Ali ÖZ, Neslihan GÖK, Barış BAYRAK

Architecture, Civil Engineering, Environment, Volume 14 , ISSUE 2, 67–78

research-article | 30-November-2017

NANOCOMPOSITES PREPARED BY A DISPERSION OF CNTS ON CEMENT PARTICLES

optimal range for the incorporation of CNTs in Portland cement particles. For a given dispersion technique there is an optimum CNT content and the excess of nanomaterial lead to granules formation that compromise the mechanical performance and durability of cement pastes. All optimal CNT contents in cement paste or mortar composites found in the literature were in the order of 0.01–0.5% in mass with respect to cement weight [1]. The CNTs can be surface-treated to achieve a better dispersion, resulting

Vanessa Vilela ROCHA, Péter LUDVIG

Architecture, Civil Engineering, Environment, Volume 11 , ISSUE 2, 73–77

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