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Related Concept Videos

Behavior of Concrete Under Compressive Load01:23

Behavior of Concrete Under Compressive Load

Concrete exhibits specific behaviors under different compressive loads. Understanding this is crucial for understanding its structural integrity. When concrete undergoes uniaxial compression, it tends to develop cracks that run parallel to the direction of the force. These parallel cracks stem from localized tensile stresses that occur perpendicular to the compression direction. Additionally, angled cracks may appear due to the formation of shear planes.
As the concrete specimen fractures under...
Impact Strength of Concrete01:21

Impact Strength of Concrete

Impact strength in concrete is a critical measure that reflects the material's capability to endure the forces applied during pile driving and when supporting machinery foundations that experience impulsive loads. It is also essential when handling precast concrete components to prevent accidental damage. The impact strength is assessed by observing the concrete's resistance to repeated impacts and energy absorption capacity. A key indicator of significant damage to concrete is when it does not...
Strength of Cement01:20

Strength of Cement

Strength tests for cement are not performed directly on neat cement paste due to difficulty in obtaining consistent, reliable specimens. Instead, cement is typically tested in the form of cement-sand mortar.
For compressive strength tests, ASTM C 109-05 standards prescribe a cement-sand mix ratio of 1:2.75 and a water/cement ratio of 0.485 for making 2-inch cubes. These cubes are mixed, cast, and cured in saturated lime water at 23°C until testing. Flexural strength testing, outlined in ASTM C...
Tensile Strength Considerations of Concrete01:16

Tensile Strength Considerations of Concrete

Considering the tensile strength of concrete involves recognizing that the theoretical strength of cement paste can be up to a thousand times higher than what is observed in practical applications. This significant discrepancy is largely attributed to the presence of microscopic cracks within the concrete. These cracks tend to amplify stress at their tips when a load is applied, a phenomenon explained by Griffith's theory of brittle fracture.
The dimensions and shape of a concrete specimen also...
Creep in Concrete01:22

Creep in Concrete

Creep refers to the time-dependent increase in strain under a sustained load, excluding other time-dependent deformations associated with shrinkage, swelling, and thermal expansion in concrete. The primary mechanism behind creep involves the loss of physically adsorbed water from the calcium silicate hydrate within the hydrated cement paste. This process is further exacerbated by concrete's non-linear stress-strain relationship, microcrack development in the interfacial transition zone, and...
Impact Loading on a Cantilever Beam01:13

Impact Loading on a Cantilever Beam

The analysis of a cantilever beam with a circular cross-section subjected to impact loading at its free end illustrates the conversion of potential energy from a dropped object into kinetic energy, which is then absorbed by the beam as strain energy. This process is crucial for understanding how materials behave under dynamic loads, which is important in fields such as construction and aerospace.
When an object is dropped onto the free end of a cantilever, its potential energy due to gravity is...

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Related Experiment Video

Updated: Jun 13, 2026

Determination of the Mechanical Properties of Flexible Connectors for Use in Insulated Concrete Wall Panels
05:26

Determination of the Mechanical Properties of Flexible Connectors for Use in Insulated Concrete Wall Panels

Published on: October 19, 2022

Mechanical Behavior and Failure Modes of Cemented Backfill Under Impact Loading.

Xiaohua Zhang1, Zhiyong Yang2,3, Xianglong Li1,4

  • 1Faculty of Land Resources Engineering, Kunming University of Science and Technology, Kunming 650093, China.

Materials (Basel, Switzerland)
|June 12, 2026
PubMed
Summary

Cemented backfill (CTB) subjected to dynamic disturbances shows increased strength but also damage with higher impact loads. Reducing these loads is key to maintaining CTB stability and load-bearing capacity in mining.

Keywords:
cemented backfillcrack propagationdynamic responsefractal dimensionmicrostructure

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Published on: December 20, 2024

Area of Science:

  • Geotechnical Engineering
  • Materials Science
  • Mining Engineering

Background:

  • Cemented backfill (CTB) is vital for mine stability but vulnerable to dynamic disturbances from blasting.
  • Understanding CTB's response to these disturbances is crucial for preventing catastrophic failures.

Purpose of the Study:

  • To characterize the dynamic mechanical response and failure mechanisms of CTB under impact loading.
  • To investigate the relationship between impact load, damage severity, and crack evolution in CTB.

Main Methods:

  • Split Hopkinson pressure bar (SHPB) tests were used to assess dynamic mechanical properties.
  • Scanning electron microscopy (SEM) examined microstructural features and hydration products.
  • High-speed imaging captured crack propagation and evolution.

Main Results:

  • Dynamic compressive strength (DCS) increased with impact load, but so did damage severity.
  • Fractal dimensions of crack evolution ranged from 0.5 to 1.3, correlating with increased cracking and damage.
  • Microstructure analysis revealed ettringite (AFt) and C-S-H gel as strength contributors, but microcracks limited inherent strength.

Conclusions:

  • Higher dynamic loads increase CTB strength but also lead to greater damage and failure probability.
  • Microstructural features like ettringite and C-S-H gel are critical for CTB cohesion.
  • Mitigating dynamic loads during mining is recommended to enhance CTB stability and performance.