Related Experiment Video
Updated: Jan 19, 2026

Expression of Cementitious Pore Solution and the Analysis of Its Chemical Composition and Resistivity Using X-ray Fluorescence
Published on: September 23, 2018
Engineering Properties and Optimal Conditions of Cementless Grouting Materials
Jaehyun Lee1, Gyuyong Kim2, Yongro Kim3
1Department of Architectural Engineering, Chungnam National University, Yuseong-Gu, Daejeon 34134, Korea. archi0528@daum.net.
This study introduces cementless grouting materials (CGMs) as an eco-friendly alternative to ordinary Portland cement (OPC). CGM2 demonstrated superior engineering properties, offering optimal performance for grouting applications.
Area of Science:
- Materials Science
- Civil Engineering
- Sustainable Construction
Background:
- Ordinary Portland cement (OPC) is widely used in grouting but has environmental impacts.
- Development of eco-friendly inorganic binders is crucial for sustainable construction.
- Ground granulated blast-furnace slag offers potential as a sustainable binder component.
Purpose of the Study:
- To analyze the engineering properties of cementless grouting materials (CGMs).
- To identify optimal binder types and compositions for superior performance compared to OPC.
- To evaluate CGM suitability for Korean grouting construction methods based on specific performance requirements.
Main Methods:
- Three CGM types with varying chemical compositions were synthesized and evaluated.
- Material properties were tested according to J company's grouting specifications in Korea.
- Key performance indicators included gel time (20-50 s) and 7-day homogel strength (>2 MPa).
Main Results:
- CGM2 exhibited optimal performance, outperforming OPC.
- Increased water/binder (W/B) ratio or decreased replacement ratio led to longer gel times and lower homogel strength.
- Increased binder weight reduced gel time and increased homogel strength, indicating a negative correlation.
Conclusions:
- Cementless grouting materials (CGMs), particularly CGM2, offer superior engineering properties compared to OPC.
- Optimal mixing proportions for CGM2 were determined: 117.8-167.7% W/B ratio, 42.6-56.7% Liquid B volume ratio, and 20.4-43.7 kg binder weight.
- CGMs meet the performance requirements for gel time and homogel strength, indicating their viability for grouting construction.
More Related Videos
Related Concept Videos
Types of Cement II
Mortar Properties
Types of Cement I
Type I (Ordinary Portland Cement) is widely used for general construction where special properties are not required. It has moderate sulfate resistance and heat of hydration.
Type II (Modified Cement) offers moderate resistance to sulfate attack and a lower rate of heat development compared to Type I. It is suitable for structures in...
Strength of Cement
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...
Porosity in Cement Paste
The balance of water to cement in the mix is...
Testing Water Quality

