The superplasticizer SP increase in dosage will increase the compressive strength Since addition of SP will provide more water for concrete mixing not only the hydration process will
Due to the involvement of amorphous silica reactions the mechanical properties compressive tensile and flexural strength of RHA containing concrete increase with increasing RHA content up to
The results showed that for Intraplast Z and Cebex 100 the optimum percentage was % which resulted in an increase in compressive strength of 18% and 28% respectively
ash can increase compressive strength by about 20% in concrete Strength and durability properties obtain seeds additive can overcome such effect since it accelerates cement hydration
increase in the long fiber content the compressive strength decreases while the flexural strength increases Altalabani et al [ 73 ] investigate the mechanical properties of self compacting light
Ol uokun "F ly ash concre te mix design and the water cement ratio law 10% blended cement CCA with SPP1 gave optimum strength increase in compressive strength values N/mm2 ; for
MPa to MPa to MPa and to MPa respectively Similar results on the positive impact of organic starch on concrete compressive strength were recovered by these
In this case high early strength concrete is usually used and cured at high temperatures to increase the early compressive strength Due to its effective and simple technique the heat curing method has been widely employed for precast concrete elements and rigid pavement maintenance to enhance the mechanical strength of concrete products
of the variables in t he determination o f the compressive strength of concre te In addition M atlab R2017a soft ware is used for the design training and validation of the proposed ANNs
The mix in concrete affects the compressive strength [1] Types of bamboo fiber additives [2] plastic fiber [3] fly ash [4] tiny grain aggregate gradiation [5] stone ash and the primary cement
The compressive strength of the concrete declined from to MPa to MPa to MPa to MPa to MPa and to MPa after the incorporation of 25
The results showed that for Intraplast Z and Cebex 100 the optimum percentage was % which resulted in an increase in compressive strength of 18% and 28% respectively
Song and Hawng [43] concluded the increase in splitting tensile strength correlated with an increase in fibre volume; however a slight reduction in compressive strength was noted at 2% fibre volume Fig 2 Fig 3 illustrate the decrease in slump flow value and compressive strength of concrete with increased fibre content as found in the
Addition of corn husk fiber in concrete resulted in increase of compressive strength by 26 119% and bleeding of concrete also reduced due to presence of corn husk fiber Duong et al 2021
This study third in the series following from ground limestone and Class F fly ash evaluates as a cement constituent the effect of using ground granulated blast furnace slag GGBS on the
Experimental work has been conducted to evaluate compressive strength flexural strength density and durability properties like water absorption and abrasion resistance for the different
Admixtures Additives and Water Contents Page Introduction 3 Definitions 3 Water reducing/plasticizing admixtures 4 Superplasticizers 5 leading to an increase in the compressive strength of the mix A third way that this type of admixture can be used is to reduce the water content but keep
Observing the effects of the NS ratio on compressive strength in Fig 3 it can appear that for various age groups the compressive strength increases when the rate of NS used is less than or equal to % As the NS ratio increases from 2 to 3% the compressive strength increases marginally and has tended to decrease compared to NS s ratio using
Plain RPC have G f up to 30 Jm 2 RPC of compressive strength 170 230 MPa have G f ranging from 20 000 to 40 000 2 RPC of compressive strength 490 810 MPa have G f ranging from 1200 to 20 000 2 [191] >140 100 × 300 × 300 95& Nil Wedge splitting test G f characteristic length crack opening displacement and fracture toughness
The maximum decrement ratio was % and 57% for compressive and flexural strength respectively for WSFC5 at 28 day curing while by increasing the temperature to 600 °C for one hour the
Normal compressive strength value of concrete at the age of 7 days is only kg/cm2 The compressive strength of normal concrete at 28 days is kg/cm2 The composition of the addition of the right additive will increase the compressive strength of the concrete as planned obtained
Compared to plain cement paste the GO cement paste exhibited obviously higher compressive and flexural strengths but the enhancements in compressive strength began to decline when the GO amount