Bibliographic citations
Cerdán, L., (2016). Comportamiento del concreto permeable, utilizando agregado de las canteras La Victoria y Roca Fuerte, aumentando diferentes porcentajes de vacíos, Cajamarca 2015 [Tesis, Universidad Privada del Norte]. https://hdl.handle.net/11537/11017
Cerdán, L., Comportamiento del concreto permeable, utilizando agregado de las canteras La Victoria y Roca Fuerte, aumentando diferentes porcentajes de vacíos, Cajamarca 2015 [Tesis]. PE: Universidad Privada del Norte; 2016. https://hdl.handle.net/11537/11017
@misc{sunedu/4116114,
title = "Comportamiento del concreto permeable, utilizando agregado de las canteras La Victoria y Roca Fuerte, aumentando diferentes porcentajes de vacíos, Cajamarca 2015",
author = "Cerdán Pérez, Luis Antonio",
publisher = "Universidad Privada del Norte",
year = "2016"
}
ABSTRACT ¨PERMEABLE BEHAVIOR OF CONCRETE USING AGGREGATE OF VICTORY AND ROCK QUARRY STRONG, INCREASING GAPS DIFFERENT PERCENTAGES, 2015 CAJAMARCA¨ In the development of this research, behavior is analyzed using pervious concrete aggregates quarries and Roca Fuerte La Victoria, increasing different percentages of voids (15%, 18%, 20% and 23%). The methodology for the addition of percentages of empty was to establish their respective designs for each percentage of voids quarry and controlling the settlement (0 -2 in). Experience behavior of pervious concrete with the addition of different percentages of voids in the compressive strength and permeability of concrete. For which the determination of the aggregates according to the specifications of ASTM C33 / 400,037 NTP standards , then determine the concrete mix design pattern using the ACI 211 02 3R method was performed. Testing the concrete in fresh and hardened concrete tests were conducted state, the most important testing the compressive strength and permeability (ASTM C39 / NTP 339,034 and ACI 522R) For better control of the compressive strength, the concrete specimens were tested at 7 days, 14 days and 28 days. the pattern resistors and the resistors 15% added different percentages of voids (18%, 20% and 23%) where it can be seen that were then evaluated further addition of voids, greater loss of compressive strength and increased permeability.
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