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International Journal of Geosynthetics and Ground Engineering
Erschienen in: International Journal of Geosynthetics and Ground Engineering 4/2023

01.08.2023 | Original Paper

Geotechnical Characterization of Construction and Demolition Waste Material Blended with Sandy Soil

verfasst von: Ajay Sharma, Neha Shrivastava

Erschienen in: International Journal of Geosynthetics and Ground Engineering | Ausgabe 4/2023

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Abstract

In recent times, the interest in utilizing construction and demolition (C&D) waste aggregates in geotechnical applications has increased worldwide. The use of available natural soil as fill material for embankments or earth structures is widespread in India. Substituting natural soil with C&D waste aggregates as fill material, partially or entirely, is a potential measure to achieve sustainable development. This study presents an extensive experimental investigation carried out on recycled concrete aggregates (RCA), recycled brick aggregates (RBA), local soil (LS), and their blends. It has been observed that the incorporation of RCA and RBA materials improves the geotechnical properties of sandy soils, including shear strength, CBR and compaction characteristics. The shear strength parameters (cohesion, c, and angle of shearing resistance, Ф), maximum dry density (MDD), optimum moisture content (OMC), California bearing ratio (CBR), etc., are found within the permissible limits as specified in Indian standards for a material to be used as embankment/reinforced earth fill. In addition, this study introduces a set of empirical equations for predicting the influence of RCA and RBA contents on the shear strength parameters of LS. The experimental findings suggest that the material combinations investigated in this study could potentially serve as a suitable embankment or reinforced fill material, owing to their promising shearing and bearing strength.
Vorheriger Artikel Gravelly Liquefaction Case Histories after 2008 Wenchuan-China Earthquake Mw = 7.9
Nächster Artikel Stability Charts for Limiting Horizontal Normal Pressure on Cohesive–Frictional Backfill for Deep Contiguous I-Shaped Piled Walls

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Metadaten
Titel
Geotechnical Characterization of Construction and Demolition Waste Material Blended with Sandy Soil
verfasst von
Ajay Sharma
Neha Shrivastava
Publikationsdatum
01.08.2023
Verlag
Springer International Publishing
Erschienen in
International Journal of Geosynthetics and Ground Engineering / Ausgabe 4/2023
Print ISSN: 2199-9260
Elektronische ISSN: 2199-9279
DOI
https://doi.org/10.1007/s40891-023-00458-7

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