Experimental Study on Marl Soil Stabilization Using Natural Pozzolans

@article{Bahadori2019ExperimentalSO,
  title={Experimental Study on Marl Soil Stabilization Using Natural Pozzolans},
  author={Hadi Bahadori and Araz Hasheminezhad and Farshad Taghizadeh},
  journal={Journal of Materials in Civil Engineering},
  year={2019}
}
AbstractDue to the construction of more civil engineering structures on problematic soils, numerous ground improvement techniques such as soil stabilization have been developed. A wide variety of c... 
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16 Citations
Highly Influential Citations
1
Background Citations
4
Methods Citations
1

16 Citations

The Influence of Natural Pozzolans Structure on Marl Soil Stabilization
Marl as a calcareous soil has heterogeneous nature in terms of structure and properties. Any change in the water content of marl can cause significant strength loss; therefore, prior stabilization…
Effect of Solid waste based stabilizing material for strengthening of Expansive soil- A review
Behaviour of Mixed Expansive Soil and Additive Minerals as Subgrade Layer
South Sulawesi is one of eastern Indonesia area covered with coastal line which have growth fast of industries. Infrastructure builds and developed in a row of industries population. Most coastal are…
Evaluating the Effects of Lime and Nano- Lime on Compaction and Strength Properties of Chalus Coastal Sand
Soil as a substrate of land and the foundation of civil structures is of particular importance in the development of urban areas. Some soils are classified as problematic soils due to their low…
Utilization of lateritic soil stabilized with alkali solution and ground granulated blast furnace slag as a base course in flexible pavement construction
The natural aggregates are depleting in developing countries due to the excessive usage in road and building construction. In the present study, the engineering properties of abundantly available…
Characterization of Mellowing Process to Control Expansion in High-Sulfate-Bearing Soil
Calcium-based stabilizing materials (CBSMs) such as lime and fly ash are extensively used in subgrade primarily to enhance mechanical strength and improve resistance to chemical attack, resulting in…
Potential of Soil Stabilization Using Ground Granulated Blast Furnace Slag (GGBFS) and Fly Ash via Geopolymerization Method: A Review
TLDR
It is concluded that GGBFS and fly-ash-based geo-polymers for soil stabilization techniques can be successfully used as a binder for soils stabilization, however, additional research is required to meet the requirement of ASTM D 4609 standard in road construction applications, particularly in subgrade layers.
Physical, mechanical and thermal properties of lightweight insulating mortar with recycled Etna volcanic aggregates
Evaluation of the bearing capacity of poor subgrade soils stabilized with waste marble powder according to curing time and freeze-thaw cycles
In this study, pavement subgrade soils were stabilized with two difference types of waste marble powder, and California bearing ratio (CBR) tests were conducted to evaluate the improvement in their…
Thermo-mechanical Characterization of Insulating Bio-plasters Containing Recycled Volcanic Pyroclasts
The research proposes the reuse of volcanic wastes in the production of lightened and insulating bio-plasters. The goal is the production of a novel sustainable construction material that…
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