In industrial construction, especially food factory design and infrastructure development, understanding soil characteristics and backfilling techniques is vital. This article explores the properties of soil, murrum, and the methodology of backfilling, with special focus on soil classification systems and compaction testing using the Core Cutter Method—a critical step in ensuring structural stability in food manufacturing plants and industrial facilities.
Soil is a complex mixture of minerals, organic matter, rock particles, and microorganisms. It forms the upper layer of the Earth’s crust and plays a vital role in supporting foundation structures for buildings, especially in food factory construction projects.
Derived from Tamil, Murrum means powdered rock. It is a granular type of soil, usually brown or red, commonly used for:
Its non-organic composition and compact nature make it highly suitable for industrial project execution in food and beverage plants.
Backfilling involves replacing or reusing the excavated material to support the structure’s substructure. It is a key element in:
Typical backfill materials include:
Soils are categorized based on origin and formation process:
Based on natural grain arrangements:
Used in civil and food industry projects, this method includes:
Popular grain-size classification systems:
Developed by A. Casagrande, it is widely used in airfield and industrial foundation design, including food plant layouts.
Identifies common soil types relevant to construction consultants:
Soil compaction is critical for structural durability in food processing plants. The Core Cutter Method is widely adopted to determine:
Volume of Core Cutter (Vc):
Vc =π r² x h
(or) Vc = πd²/4 x h
2.2. Weight of Core Cutter + Weight of Soil (Ws)
The weight of Core Cutter + weight of soil measures from Weighing balance machine and noted as Ws. And it is taken in grams.
2.3. Soil Weight (Wa)
The weight of soil (Wa) derives from ( Ws – Wc )
(Wa) = ( Ws – Wc )
2.4. Bulk Density (Yb)
Bulk Density derives from the formula,
(Yb)=(Ws-Wc / Vc)
where,
Wc = weight of Core Cutter,
Ws = weight of Core Cutter + weight of soil
Vc = Volume of Core Cutter
2.5. Moisture Content / Water Content (W) %
The Rapid Moisture Metre determines the moist soil's Moisture Content / Water Content. The formula determines the moisture/water content of wet soil.
W= (M/100-M) x 100
The moisture/water content is taken in Percentage.
2.6. Dry Density (Yd)
(Yd)= (100 x Yb / 100 + w)
Yb = Bulk Density,
W = Moisture Content / Water Content
2.7. Maximum Dry Density
The maximum value of Dry Density is taken, and it is noted in grams.
2.8. Compaction Percentage
Compaction Percentage calculates by dividing the dry density by maximum dry density.
Cp % = Dry Density / Maximum Dry Density
2.9. Table for Calculation of Soil Compaction using Core Cutter Method
In the context of food factory design, proper soil evaluation and backfilling are essential for: