Affiliation:
1. Department of Civil, Structural and Environmental Engineering, Trinity College Dublin, Dublin, Ireland
Abstract
Peat deposits are highly compressible, undergoing significant long-term settlement, particularly for fibrous peat. Since decomposition of organic matter can have a significant effect on compression behaviour, the ability to artificially stimulate and pre-decompose a bearing peat stratum prior to the main construction works may mitigate against increased compression rates reported to occur over the design life. This paper presents a feasibility trial of a technique that accelerates the decomposition process in peat prior to entering into full laboratory and field testing. The main decomposition limiting factors of pH and carbon:nitrogen (C:N) ratio are adjusted by adding sufficient amounts of basic and nitrogenous materials. The proposed technique can be tailored for specific peat deposits and can also be achieved in a more sustainable manner. In the trial on moderately decomposed fibrous Sphagnum peat, different peat blends were prepared using additives of peat pulverised fuel ash (PPFA) and urea. Optimum C:N ratio and pH for decomposition were achieved by adding ∼21 kg PPFA and ∼1·5 kg urea per cubic metre of wet peat. The availability of natural decomposers in the peat was also confirmed pre- and post-treatment using a plate count technique, with measured microorganism populations of the order of 105colony-forming units (CFU)/g dry peat.
Subject
Mechanics of Materials,Soil Science,Geotechnical Engineering and Engineering Geology,Building and Construction
Cited by
21 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Discussion of “Physio-Chemical Properties, Consolidation, and Stabilization of Tropical Peat Soil Using Traditional Soil Additives — A State of the Art Literature Review” by Afnan Ahmada, Muslich Hartadi Sutantoa, Mohammed Ali Mohammed Al-Bareda, Indra Sati Hamonangan Harahapa, Seyed Vahid Alavi Nezhad Khalil Abada, Mudassir Ali Khana;KSCE Journal of Civil Engineering;2022-07-01
2. Briefing: Specific gravity of solids relationship with ignition loss for peaty soils;Geotechnical Research;2020-09-01
3. Geotechnical properties of compacted biosolids for monofill design, As-Samra, Jordan;Environmental Geotechnics;2020-09-01
4. Properties of biocemented, basalt-fibre-reinforced calcareous sand;Proceedings of the Institution of Civil Engineers - Ground Improvement;2019-08-30
5. Biologic improvement of a sandy soil using single and mixed cultures: A comparison study;Soil and Tillage Research;2019-03