Related Experiment Video
Updated: Oct 3, 2025

06:27
Sandy Soil Improvement through Microbially Induced Calcite Precipitation MICP by Immersion
Published on: September 12, 2019
9.6K
Studies on the Ageing of Cement Stabilized Rammed Earth Material in Different Exposure Conditions
Łukasz Rosicki1, Piotr Narloch1
1Faculty of Civil Engineering, Warsaw University of Technology, Al. Armii Ludowej 16, 00-637 Warsaw, Poland.
Materials (Basel, Switzerland)
|February 15, 2022
Summary
Long-term exposure to natural weather conditions degrades cement-stabilized rammed earth strength, particularly with higher cement content. Visual inspection alone does not predict this material
Area of Science:
- Construction Materials Science
- Civil Engineering
- Building Durability
Background:
- Cement-stabilized rammed earth (CSRE) is a sustainable building material with historical roots.
- Portland cement is added to traditional rammed earth to enhance its properties.
- Understanding the long-term performance of CSRE in diverse environments is crucial for its wider adoption.
Purpose of the Study:
- To evaluate the deterioration of CSRE under various natural weather exposure conditions over five years.
- To assess the impact of long-term exposure on both visual and mechanical properties of CSRE.
- To analyze the durability and strength characteristics of CSRE in a humid continental climate.
Main Methods:
- Wall panels of CSRE were subjected to five years of natural weathering.
- Compression tests were performed on specimens extracted from the weathered panels.
- Visual inspection of material wear was conducted alongside mechanical testing.
Main Results:
- Natural weather conditions significantly deteriorated the unconfined compressive strength of CSRE.
- Specimens with higher cement content exhibited greater strength degradation.
- No direct correlation was found between visible surface wear and reduction in compressive strength.
Conclusions:
- CSRE strength characteristics are negatively impacted by long-term natural weathering, despite minimal visible external damage.
- The study highlights the importance of mechanical testing to assess CSRE durability, as visual cues can be misleading.
- Findings provide critical data for understanding CSRE behavior in humid continental climates.
Keywords:
cement stabilized rammed earthcompressive strengthdevelopmentdurabilitynatural weather conditionsrammed earthseasoning conditionsMore Related Videos
Related Concept Videos
Masonry in Cold and Hot Weather Conditions
143
In cold weather, masonry construction requires specific precautions to ensure mortar does not freeze before curing, as this can significantly weaken its strength and watertightness. Mortar temperature should be maintained between 60°F and 80°F to support proper hydration and curing. Below 40°F, mortar water must be heated, but should not exceed 120°F as high temperatures can reduce mortar's compressive and bond strength.
Other key practices include keeping masonry units...
Other key practices include keeping masonry units...
143
Strength of Cement
229
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...
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...
229
Mortar Joint Deterioration in Masonry
174
Mortar joint deterioration is a significant concern in masonry structures, with water accumulation in the joints leading to damage from freeze-thaw cycles. The repeated expansion of water during freezing and its melting during thawing develop and propagate cracks in the masonry joints. Eventually, this leads to the spalling of mortar from the joints, loosening masonry units and weakening the structure. The deteriorated mortar joints are also vulnerable to moisture intrusion into the walls.
The...
The...
174
Soundness of Cement
266
The soundness of cement refers to the ability of cement paste to retain its volume after setting. Unsound cement can lead to expansion and structural damage due to the presence of free lime, magnesia, and calcium sulfate. Free lime hydrates very slowly, expanding and causing unsoundness, which is difficult to detect because it intercrystallizes with other compounds. Magnesia also reacts with water, forming crystals that can disrupt the cement's structure. Calcium sulfate can create...
266
Factors Affecting Creep
230
In normal-weight aggregate concrete, the hardened cement paste is the primary contributor to creep, whereas the aggregates, being stiffer than the cement paste, are more resilient to stress-induced deformation. The stiffness of the aggregates is defined by their modulus of elasticity, and the more voluminous they are in the concrete, the less it will creep.
Further, the water/cement ratio is critical, as a lower ratio increases concrete strength, thus reducing creep. The strength of the...
Further, the water/cement ratio is critical, as a lower ratio increases concrete strength, thus reducing creep. The strength of the...
230
Mortar Properties
201
Mortar properties encompass a range of characteristics crucial for construction and masonry work, including workability, water retention, bond strength, durability, compressive strength, volume change, and appearance. Workability refers to mortar's ability to be easily applied and manipulated without sagging or falling off surfaces, which is important for efficient masonry unit placement and alignment. Water retention is essential to prevent the mortar from losing moisture too quickly to...
201

