Soil is a loose layer of earth covering the planet's surface, formed from disintegrated rock, humus, inorganic, and organic materials.
Soil formation takes around 500 years or more as rocks break into smaller parts due to various forces like wind, water, and salts' reaction.
Soil is classified based on texture, proportions, and organic and mineral compositions.
Consists of small particles of weathered rock with low nutrients and poor water holding capacity.
Good for drainage systems and formed from rocks like granite, limestone, and quartz.
Made up of smaller particles than sand, holds water better, and is fertile.
Easily transported by moving currents and found near water bodies.
Smallest particles, tightly packed with low airspace, good water storage, but poor drainage.
Sticky when wet and densest type of soil.
Combination of sand, silt, and clay with properties of each type, suitable for farming.
Retains moisture and nutrients, making it fertile for agricultural practices.
Sample preparation involves drying soil samples at 105°C, removing any lumps formed due to moisture.
Contaminants like bigger particles, inorganic and organic matter, and blood need to be removed.
Techniques like turbidity test, pH measurements, and microscopic examination are used for soil analysis.
Particle size distribution is crucial for predicting behaviors and ensuring product quality.
Turbidity is the cloudiness in water caused by particles and molecules scattering light.
It can be affected by silt, sand, mud, bacteria, chemical precipitates, and impacts water treatment processes.
High turbidity can block filters, damage valves, and reduce the efficiency of water treatment systems.
Measuring turbidity is essential for maintaining water treatment systems and ensuring their effectiveness.
Turbidity can be measured using an electronic turbidity meter or a turbidity tube.
Units of measurement: nephelometric turbidity units (NTU) or Jackson turbidity units (JTLJ).
Turbidimeters are accurate and useful for low turbidities but have high cost and power supply requirements.
Nephelometric principle corrects for interferences and provides long-term calibration stability.
Soil pH indicates soil acidity or alkalinity.
pH range in soils: 3 to 9, with 7 being neutral.
Equipment for measurement: colorimetric test kit or handheld pH meter.
Method includes taking soil samples, using dye and barium sulfate, and comparing colors with a pH chart.
Microscopic analysis used to characterize soil specimens in forensic laboratories.
Stereo microscope used for initial examination to identify mineral and non-mineral components.
Petrographic microscope used for transmitted polarized light examination.
Important factors: particle size, distribution, structure, color, and non-mineral matter.
Includes soil color, particle size distribution, density gradient, rock fragments, sand particles, clay minerals, organic matter, and biotic matter.
Sub-discipline of soil science and geotechnical engineering dealing with mechanical properties and processes of soils.
Applications in predicting soil responses to stresses, soil structure formation, erosion resistance, and reinforcement by plant roots.
Concepts and methods used in geotechnical engineering are applied to soil science.
Mineral matter classified based on bonding characteristics.
Organic matter contributes to soil properties and contains humus, saccharides, fats, resins, waxes, nitrogen organics, and phosphorus-containing organics.
Humus formation involves microbial degradation of plants and animals, with specific composition percentages.
Components of Soil
Saccharides: stabilize soil aggregates, examples include sugar, cellulose, starches, and gums
Fats, resins, and waxes: lipid extractable, degraded by lipase into glycerol and fatty acids
Nitrogen organics: nitrogen attached to humus, amino acids, and amino sugars
Phosphorus organics: source of plant phosphate, occurs as phosphate esters and phospholipids
Soil Water
Provides medium for plants to obtain nutrients
Aids in maintaining soil texture, arrangement, and compactness
Holard: total water in soil, chesard: absorbable water, echard: unabsorbed water
Soil Air
Composition similar to atmospheric air, essential for respiration of microorganisms and plants
Water clogging leads to anaerobic conditions, affecting gas diffusion and root permeability
Soil Structure
Influences water retention and behavior
Soil bulk density and texture affect water infiltration rate
Loam soil with humus is considered best for crops
Formation of Soil Structure
Physio-chemical processes and biological processes contribute
Includes aggregate formation, flocculation, swelling, shrinking of clay masses
Soil Components
Root hair, adsorbed water layer, soil solid particle, air space
Soil saturated with water, drainage to groundwater
Soil Texture
Contains air spaces, generally has a loose texture
Types of Soil
Structureless soil, sandy soil, clay soil, and their characteristics
Structural units called Peds with various shapes like granular, blocky, prism-like, and platy
Soil Structure Shapes
Block-like, granular, platy, prism-like
Compaction and Soil Additives
Soil compaction reduces pore spaces, impacting aeration and nutrient movement
Organic matter, calcium, magnesium, phosphorus, nitrogen, potassium, sulfur, and micronutrients can improve soil structure and fertility
Nutrient Application
Balanced fertilizers with P, N, K crucial for plant growth
Sulfur essential for protein synthesis and root development
Micronutrients support plant functions and root development
Soil Management Practices
Crop rotation, cover crops, tillage practices, and soil amendments can mitigate soil compaction
Gypsum and appropriate tillage practices can enhance soil structure
Ignition Test
Apparatus and method for conducting an ignition test on soil samples
Calculation of percentage weight loss on ignition
pH Measurement
Apparatus and method for measuring pH of soil samples
Standardizing pH-meter, dissolving soil sample, filtering, and measuring pH values
Soil forensic investigations may involve small soil samples (0.5 to 5 mg).
Routine pressed powders for XRD analyses may not be suitable for such small samples.
XRD analysis methods for small soil samples:
Depositing samples onto Si wafer low background holders or loading into thin glass capillaries.
Mounting small specimens on glass fibers for analysis in Gandolfi or Debye–Scherrer powder camera.
X-ray methods are crucial for differentiating materials in forensic examinations.
Reproducible quantitative XRD is valuable for examining earth materials.
XRD patterns can be likened to fingerprint comparisons between soil samples.
Father Heslin was kidnapped and murdered in Colma, California in 1921.
Chemistry professor Edward Heinrich linked the murderer to a baker and decorator of cakes.
William Hightower, a master baker, was suspected and found guilty of the murder.
Sand evidence from Hightower's knife and tent linked him to the crime scene.
Testing of construction materials can be physical, chemical, verifying quantity, and checking for damage.
Testing is essential for quality control, compliance with specifications, certification, and legislative requirements.
Materials from suppliers are tested to comply with standards and may have third-party accreditation.
On-site testing methods for timber include oven dry testing and using a moisture meter.
Testing of bricks includes compressive strength, water absorption, efflorescence, hardness, size, shape, color, soundness, and structure tests.
Moisture content of timber is crucial for its application.
Moisture content is expressed as a percentage and can be measured using oven dry testing or moisture meters.
Recommended moisture content levels vary based on the timber's application and environment.
Oven dry testing involves drying timber in a ventilated oven to determine moisture content.
Moisture meters for timber can be pin-type or pinless, measuring moisture content through different methods.
Testing bricks includes compressive strength, water absorption, efflorescence, hardness, size, shape, color, soundness, and structure tests.
Efflorescence test helps identify alkalis on brick surfaces.
Various tests like hardness, size, shape, color, soundness, and structure tests ensure the quality of bricks.
Testing sand
Bulking test to determine sand volume increase
Damp sand depth measured (e.g. 150 mm)
Saturated sand depth measured (e.g. 124 mm)
Bulking calculation: (150 - 124) / 124 x 100 = 21%
Silt test to check cleanliness
Salt water solution poured over sand sample
Silt layer height should not exceed 6 ml or 6% of sand height
Testing concrete
Slump test for consistency
Steel slump cone filled and tamped, slump measured
Usual slump specification: 50-75 mm
Test cubes
Made and crushed to check concrete strength
Standard 150 x 150 x 150 mm steel test cube mold used
Cubes tested at 7 and 28 days for compressive strength
Various concrete tests
Rebound hammer test for surface hardness
Penetration test (Windsor probe test) for compressive strength
Pull out test to quantify concrete strength
Vibration test to measure vibrations and correlate compressive strength
Key terms
Scale pointer, plunger, exposed probe length, damage zone
Introduction to structure failure
Building failure categorized into physical and performance failures
General causes of failure
Problems leading to structure failure
Weakness due to size, shape, or material choice
Instability from design flaws or material issues
Manufacturing errors causing structural weaknesses
Types of cracks in structures
Horizontal cracks at junctions and bases of structures
Man-made vs natural causes of failure
Structural failures due to human errors or material irregularities
Natural factors like rainfall contributing to building collapses
City-specific reasons for building collapses in Mumbai
High property prices leading to living in old properties
Building collapses due to lack of maintenance and substandard materials
Shoddy construction and violations of building codes due to corruption and demand
Date: January 8, 2014
Incident: Collapse of an under-construction five-storey building
Casualties: 18 workers killed, 14 injured
Causes:
Poor workmanship
Lack of soil analysis
Substandard quality of construction materials
Observation:
Debris showed beams and slabs on top of each other with no columns
Columns reduced to powder at the site
Concrete Grade:
M20 grade used for columns, deemed inadequate
Recommendation for M25 grade for columns
Location: Ruby residency in Chaudi, Canacona
Speculation: Weak columns and strong beams as a possible cause
Source