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A laboratory study of peat from Ziro Valley, Arunachal Pradesh, found that a mixture of 15% Ordinary Portland Cement (OPC) and 12% rice husk ash (RHA) reached an unconfined compressive strength of 819 kPa after 28 days—compared with 189 kPa for untreated peat. The result suggests the materials can strengthen this sampled soil under controlled conditions, but it is not proof of field performance or a construction-ready recipe for peat elsewhere.
What did the study find?
In a paper published on 15 October 2026, Nabam Jumsi, Ajanta Kalita and Ajay Bharti reported that the strongest combination they tested—15% OPC plus 12% RHA—produced a 28-day unconfined compressive strength (UCS) of 819 kPa. The untreated comparison reached 189 kPa after the same curing period. The authors describe the increase as 333%; put another way, the measured strength was about 4.3 times the untreated value.
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How did the cement and ash mixtures compare?
At 28 days, adding 12% RHA to each tested cement dosage was associated with higher UCS than the corresponding cement-only mixture. The results below are specific to this sample and test setup; they are not design values for other sites.
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| OPC content | UCS with cement only, 28 days | UCS with 12% RHA, 28 days |
|---|---|---|
| 5% | 235 kPa | 586 kPa |
| 10% | 432 kPa | 672 kPa |
| 15% | 528 kPa | 819 kPa |
The researchers tested cement contents of 5%, 10% and 15% by dry soil weight, and RHA contents ranging from 6% to 12%. They tested specimens after 0, 7, 14 and 28 days of curing. The 15% cement and 12% ash mixture was the highest-strength combination among those tested—not a universally optimized mix.
What soil and materials were used?
The sampled peat was classified as OH and had a natural water content of 67.3% and organic matter content of 35.76%. The researchers used Grade 53 OPC. They made the ash from locally collected rice husks, burning them in a muffle furnace at 600°C before cooling and grinding the material.
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This preparation matters when interpreting the result. Ash composition and properties can vary with the source husks and production conditions, so retail or locally produced RHA should not be assumed to match the study material. The percentages describe the researchers’ laboratory formulations, not instructions for mixing a field batch.
Why might rice husk ash improve strength?
The authors attribute the gains to cement hydration and a pozzolanic reaction involving silica-rich RHA. Their scanning electron microscopy (SEM) images showed a more compact, cohesive matrix with fewer pores in stabilized specimens; X-ray diffraction (XRD) identified silica-bearing and other phases associated with the ash and stabilized matrix. These observations support the authors’ explanation, but they do not by themselves establish how a treated ground mass will perform over time at a building site.
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Does the result apply to peat outside Ziro Valley?
Not directly. Peat varies substantially: organic matter, water content, pH, fiber content and local soil structure can all affect stabilization. The study used prepared, sieved peat and controlled laboratory curing, so its strength figures cannot be treated as a general specification for Indian peat or as evidence that a particular site is safe to build on.
Other research uses different materials and methods. A 2021 ASCE-indexed paper examined RHA-based geopolymer stabilization of Indian peat; a geopolymer binder system is not the same as the OPC-and-RHA blend discussed here. A separate 2026 mass-stabilization study reported an optimum of 15% RHA replacement at a total binder dosage of 500 kg/m³ for its tested sapric peat. Its conditions likewise should not be transferred to Ziro Valley.
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A 2025 study by Wang and colleagues considered cement-based peat stabilization using RHA and rice husk fiber. It reported UCS increases of 146.6% with RHA alone and 202.1% with RHA plus fiber, compared with cement-only treatment. Its scenario-specific analysis also estimated 61.9% lower emissions and 25.8% lower costs for its biowaste approach than cement only. Those estimates belong to that separate study and do not establish the environmental or cost performance of the Ziro Valley mixture.
Independent reader supportYour contribution helps us test, update, and keep practical guides available for everyone.What would be needed before using this approach on a site?
The study is a laboratory strength result, not field validation, a long-term durability assessment or a construction specification. Applying the finding to a project would require site-specific geotechnical investigation and engineering design, including evaluation of the actual peat, binder materials, dosage, mixing and curing conditions. The study does not establish performance under field-scale construction conditions or the long-term behavior of treated peat.
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For a project decision, the useful takeaway is that OPC and RHA merit investigation as a potential stabilization combination—not that 15% OPC and 12% RHA should be adopted without testing. A qualified geotechnical engineer would need to determine whether the method suits the site and what verification is required.
Frequently Asked Questions
What does unconfined compressive strength measure?
UCS is the compressive stress a soil specimen withstands in a laboratory test without lateral confinement. It is one indicator of strength, not a complete measure of foundation suitability or ground behavior.
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Does rice husk ash replace cement in the Ziro Valley mixture?
The reported top-performing formulation combined 15% OPC with 12% RHA; it was not described as a simple one-for-one cement replacement. Other studies examine RHA as a partial replacement or use different binder systems, so their formulations should not be conflated.
Can ash from any rice husk source be expected to perform the same way?
No such equivalence is established by this study. Its ash came from locally collected husks burned at 600°C and then ground, and differences in feedstock or processing may affect the material.
Does the study show that stabilized peat will remain strong for decades?
No. The reported curing period extended to 28 days, and the paper does not establish long-term durability or field-scale performance. Those questions require evidence beyond the laboratory results reported here.

