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Construction Materials And Testing Simulations

A collection of interactive 3D visualizations and simulations to help you master concepts in construction materials and testing.

Properties of Materials - Theory & Concepts

Fundamental physical, mechanical, chemical, and thermal properties of construction materials.

Soil Phase Relationship Simulator

Adjust the volumes of voids and water to see how it affects the fundamental physical properties of the soil sample (Total Volume = 1.0 m³).

Changes the ratio of solid particles to empty space.

Changes how much of the void space is filled with water.

AIR
WATER
SOLIDS
VaV_a
VwV_w
VsV_s
Maapprox0M_a \\approx 0
MwM_w
MsM_s
Phase Diagram

Calculated Soil Properties

Void Ratio (e):0.667
Porosity (n):40.0%
Saturation (S):50.0%
Moisture (w):12.6%
Bulk Density:1790 kg/m³
Dry Density:1590 kg/m³
Verification Equation: Scdote=wcdotGsS \\cdot e = w \\cdot G_s0.333 = 0.333

Aggregates - Theory & Concepts

Classification, sources, and testing of aggregates for concrete and asphalt.

Aggregate Gradation Curve

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Interpretation:

A well-graded soil has a good representation of particle sizes over a wide range. This leads to high density and stability as smaller particles fill the voids between larger ones. Best for structural fill and base courses.

Cement and Admixtures - Theory & Concepts

Types of Portland cement, their uses, and the role of chemical admixtures.

Cement Hydration & Strength Development

Observe the rapid early hydration of C3AC_3A and C3SC_3S compared to the slow, long-term hydration of C2SC_2S.

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Note: C3SC_3S and C3AC_3A hydrate rapidly, contributing to the concrete's early-age strength and initial heat of hydration. C2SC_2S reacts much slower, providing sustained long-term strength development extending well beyond 28 days.

Concrete Technology - Theory & Concepts

Properties of fresh and hardened concrete, mix design, and testing methods.

Concrete Slump Test Simulator

Adjust the water and admixture content, then perform the slump test to see how workability is affected.

180 kg/m³

More water increases slump but decreases strength.

0 mL/100kg

Increases slump without adding water (maintains strength).

Masonry Systems - Theory & Concepts

Concrete Hollow Blocks (CHB), mortar, grout, and structural masonry design.

Masonry System Strength Simulator

Adjust the block and mortar properties to see how they affect the composite masonry compressive strength ($f'_m$).

System Output

Composite Strength ($f'_m$):12.96 MPa

*The composite strength is heavily influenced by the block strength, but weak mortar limits the overall assembly.

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Structural Steel - Theory & Concepts

Grades, mechanical properties, and testing of structural steel.

Steel Tension Test Simulator

Observe the stress-strain behavior of different steel grades.

Test Controls

Live Sensor Data

Current Stress (σ):0.0 ksi
Current Strain (ε):0.0000 in/in
Material Phase:Elastic

Material Specs

  • Yield (F_y): 36 ksi
  • Ultimate (F_u): 58 ksi
  • Modulus (E): 29000 ksi
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Reinforcing Steel - Theory & Concepts

Types, grades, sizes, and properties of reinforcing steel bars (Rebars) used in concrete.

Rebar Tensile Test Simulation

Compare the stress-strain behavior of different rebar grades. Notice how higher grades offer higher yield strength ($F_y$) but generally exhibit slightly less ductility (percent elongation) before fracture.

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Wood and Timber - Theory & Concepts

Structure, properties, defects, and preservation of wood as a construction material.

Cellular Moisture & Shrinkage Simulator

Adjust the moisture content to see how water leaves the wood cells. Notice that dimensional shrinkage only occurs when the bound water leaves the cell walls (below the Fiber Saturation Point).

40.0%

Current State

  • Phase:Green Wood (Losing Free Water)
  • Free Water (Cavity):10.0% MC
  • Bound Water (Walls):30.0% MC
  • Tangential Shrinkage:0.00%
Free Water
Simplified Wood Cell Cross-Section

Bituminous Materials - Theory & Concepts

Properties of asphalt, emulsions, and cutbacks, and asphalt concrete mix design.

Marshall Mix Design Simulator

Adjust the Asphalt Binder Content (%) to see its effect on Stability and Flow.

Current Properties at 5.0% AC

Stability (N):14,250
Flow (0.25 mm):12.5

*Optimal AC typically maximizes stability while keeping flow within specified limits (e.g., 8-14).

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Glass, Plastics, and Non-ferrous Metals - Theory & Concepts

Properties, applications, and behavior of glass, polymers, and non-ferrous metals in civil engineering.

Polymer Thermal Behavior

0°CT_g (80°C)T_m (150°C)250°C

Material Description

The polymer chains are frozen in place. The material is hard and brittle like glass.

Physical State

Glassy (Hard/Brittle)
Estimated Modulus
3000 MPa
State Type
Glassy