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Static Strength vs. Dynamic Toughness: A Comparative Study of High-Performance and Sand-Diluted Mortars

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Cristian Alejandro Correa

Project Timeline

Aug 2025 - Dec-2025

OVERVIEW

I conducted an extensive experimental investigation into the mechanical limits of cementitious mortars to validate fundamental Materials Science concepts, including brittleness, porosity, and the "rule of mixtures". The study focused on the critical relationships between matrix density, aggregate volume fraction, and early-age hydration kinetics. To test this, I engineered two distinct batches from a commercial Sakrete base: an Optimized Mortar with a low water-to-binder ratio (0.36) to simulate a high-strength grout, and a Diluted Mortar with heavily added silica sand and a higher ratio (0.485). The custom prism specimens were cast and kept in sealed silicone molds for 10 days to enforce autogenous curing conditions. Through rigorous mechanical testing, I analyzed how varying specific surface areas of aggregates can overwhelm available cement paste, leading to a "starved" microstructure that ultimately compromises the composite.

HighlightS

  • Engineered custom batches by sieving commercial Sakrete Fast Traffic mix to manipulate water-to-binder ratios (0.36 vs. 0.485), simulating both high-strength industrial grouts and lean masonry beddings.



  • Executed Three-Point Bend Tests using a Universal Testing Machine to determine static flexural strength, discovering the optimized batch reached 7.25 MPa while the diluted batch only reached 2.22 MPa.



  • Performed Charpy Impact Tests using a Pendulum Impact Tester to measure dynamic toughness and calculate fracture energy absorption.



  • Refuted the standard hypothesis that increasing aggregate volume universally increases toughness; data proved the aggregate-heavy batch absorbed 5.9% less energy (0.681 J) than the control batch (0.721 J).



  • Analyzed the phenomenon of self-desiccation in high-performance mortars, proving that an autogenous, sealed curing environment can yield high strength without external water.



  • Documented complex failure modes, contrasting the high-energy transgranular fracture of a dense matrix with the low-energy intergranular decohesion caused by water pooling in the Interfacial Transition Zone (ITZ)

SKILLS

Material Selection & Formulation Tensile & Charpy Impact Testing Universal Testing Machine (UTM) Operation Fracture Mechanics Analysis Microstructural Analysis (ITZ, Porosity) Data Analysis & Statistical Comparison Autogenous Curing Methodologies

ADDITIONAL CONTENTS

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Cristian Alejandro Correa

Mechanical Engineering Student & Sales Leader

I'm a mechanical engineering student at North Park University with a 3.8 GPA, specializing in structural analysis, materials testing, and CAD design. I've completed advanced projects in finite element analysis, composite material characterization, and bridge structural validation using SolidWorks and MATLAB. Combined with professional experience in operations and team leadership, I bring both technical engineering expertise and practical problem-solving skills to complex challenges.