Sub-topics Chemical characterization Pore-solution sampling - PowerPoint PPT Presentation

05.10.2018 Lecture No. 18 Lecture Name: Geomaterial Characterization Sub-topics • Chemical characterization Pore-solution sampling Corrosion potential Sorption-Desorption • Thermal Characterization • Electrical Characterization

Pore-solution Sampling The pore-solution sampling is identical to blood sampling A Prerequisite to Soil-Water-Contaminant Interaction Studies To predict transport/fate of contaminants in the soil mass Design of suitable containment/Barrier system Assessment of safe waste disposal limits: Quantity & Concentration Leaching/Attenuation characteristics of soils Intrusion of pollutants in ground water resources Prediction of the loss of nutrients from the root zone Detection of the microbial activity in soils Validation of solute transport models

Sampling Techniques In-situ (Field) • Lysimeter  Zero-tension Lysimeter  Tension Lysimeter • Soil Salinity Sensors • Absorption Techniques Laboratory • Centrifugation • Pressure-membrane extractor (PME)

Importance of Lysimetric studies Lysimeter Device which creates a control volume of soil for studying various contaminant transport mechanisms under in-situ conditions  Field studies No control of boundary conditions, cost and time intensive  Laboratory studies Cannot simulate field conditions, Spatial variability cannot be taken into account  Lysimetric study Intermittent approach Simulates In-situ conditions with better control on boundary conditions Lysimeter identified as a potential tool for studying radioactive contaminant Interaction and migration in Geoenvironment

R is the soil spiked (with Cs, Co & Tritium)

Slurry of native soil

Vial for pore-solution collection

To the Flexible rubber tube vacuum Pump Stopper Screw cap Sample Collector Perspex tube Soil slurry Ceramic thimble Details of the suction sampler

Activities at a Glance

TDR studies 0 15/06/05 20/06/05 05/07/05 14/07/05 18/07/05 20 26/7 flash floods 26/08/05 27/09/05 40 GSL 60 80 Depth(cm) 100 120 140 160 180 200 0.0 0.1 0.2 0.3 0.4 0.5  Hanumantha Rao, B, Sridhar, V., Rakesh, R.R., Singh, D.N. , Narayan, P.K. and Wattal, P.K., “Application of In -situ Lysimetric Studies for Determining Soil Hydraulic Conductivity”, Geotechnical and Geological Engineering, 2009 , DOI 10.1007/ s10706-009-9260-5. Published Online: 13 May 2009.

Variation of 137 Cs and 60 Co activity concentration with depth in dry soils after a period of 500 days

Pressure Membrane Extractor S PG PG P RU PME A B C R Air inlet Pressure gauge Air pressure Drain Expelled water to the sampling bottle

CHEMICAL CHARACTERIZATION for ASSESSING SOIL CONTAMINATION Indirect methods Direct methods Impedance spectroscopy Pore-solution extraction/Analysis (PME) (Impedance analyzer) AAS Electrical resistivity methods ICP-MS (Probes) Gas chromatography Electro-magnetic methods Ion selective electrodes (Time domain Reflectometry) Dielectric constant (Ground penetrating radar) Limitations Expensive instrumentation Cumbersome methodology Intensive & rigorous sample preparation, time consuming Complicated procedure for calibration and analysis Requirement of skilled and trained personnel

AN INDIRECT METHODOLOGY FOR ASSESSING SOIL CONTAMINATION Exploring the possibility of WP4 (dewpoint potentiameter) Used for measuring soil suction and characterizing unsaturated soil Matric(x) suction (soil matrix) Total Soil Suction Suction Osmotic suction (salts) Soil-water characteristic curve (SWCC) AEV w : water content  : Soil suction w w r 

Working principle of WP4 Block chamber Works on relative humidity principle Measuring range- 0 to 80 MPa WP4 measures total suction of soil Uncontaminated soil : Total suction = Matric(x) suction Contaminated soil : Total suction = Matric(x) suction + Osmotic suction SWCC of uncontaminated and contaminated soil of same type would be different The difference between SWCCs would indicate soil contamination

A Case study Soil used: Marine soil designated as contaminated soil (CS) Source: Collected from the coastal area of Mumbai, India Physical properties Chemical properties Soil property Value Specific gravity 2.64 Oxide % by weight Particle size characteristics SiO 2 33 Coarse sand (4.75-2.0 mm) 4 Al 2 O 3 11 Medium sand (2.0-0.420 mm) 9 Fe 2 O 3 12 Fine sand (0.420-0.074mm) 11 TiO 2 2 Silt size (0.074-0.002 mm) 44 CaO 6 Clay size (< 0.002 mm) 32 Chlorides (ppm) 9840 Consistency limits Sulphites (ppm) 40 Liquid limit (%) 61 CEC (meq/100g) 4.04 Plastic limit (%) 37 Plasticity index (%) 24 As such the soil is Soil Classification (USCS) MH contaminated

Soil subjected to washing to nullify contamination No. of washings LS Chloride (ppm) Sulphite (ppm) 1 2 6750 15 2 4 1850 10 3 6 800 10 4 8 250 5 5 10 90 < 5 100 1.0 Contaminated soil 90 Washed soil 0.9 80 0.8 70 0.7 60  (ms/cm) 0.6 50 w Difference due to 0.5 contamination 40 0.4 30 0.3 20 Washing nullifies contamination 0.2 10 0.1 0 0.0 0 1 2 3 4 5 6 7 0 1 2 3 4 5 6 7 10 10 10 10 10 10 10 10 No. of washings  (kPa)

Corrosion Potential of Soils For geotechnical engineers, it’s very important subject Metal corrosion in undisturbed soils is generally very low regardless of the soil composition (e.g. metal piles, reinforcement of foundation etc.) Corrosion of metal (steel) in disturbed soils (e.g., buried pipelines that are backfilled) is strongly affected by soil conditions & properties. Soil changes its chemical and physical nature continuously over time and seasonally. Pipeline damage from pitting/corrosion

Soil Characteristics & Environmental Variables • Chloride content • Moisture content • Oxygen content/Redox potential • Soil permeability/texture • pH/Acidity • Temperature • Soil resistivity • Drainage characteristics • Sulfate/Sulfite ion concentrations • Microbiological activity • Stray currents (from cathodic protection, DC traction system viz., train, metro) • Spillage of corrosive substance/pollution

Soil Classification/Texture Clay in the soil mass reduces movement of air (oxygen) and water, i.e. low aeration, when wet, and hence increase in local (pitting) corrosion. High plasticity of clay (swelling/shrinking soils) can pull off susceptible coatings on the structures. Clay is susceptible to cracking (during wetting-drying cycles) which helps transport of air and moisture to the structures buried in it. Sand promotes aeration and moisture distribution & hence, soluble salts and gases (air/oxygen) are easily transported to structures, causing greater general corrosion but less pitting.

Bored Cast in-situ piles Chloride and Sulphate content of water found well within prescribed limit & hence water not corrosive. Ryzner index (RI) of water was found out to be 7.7 & hence water is corrosive and unsaturated Reinforcement in concrete pile exposed due to leaching of concrete

pH scale for Soils Ryznar Index Determines the degree of scale formation RI = 2 pH s – pH RI < 5.5 heavy scale will form 5.5 < RI < 6.2 scale will form 6.8 < RI < 8.5 water is corrosive Langelier Saturation Index (LI) RI > 8.5 water is very corrosive Determines if calcium carbonate will precipitate or not LI = pH – pH s pH = actual pH value measured in the water pH s = pH of the water in equilibrium with solid CaCO 3 If LI > 0 calcium carbonate will precipitate If LI < 0 calcium carbonate won’t precipitate The CaCO 3 layer deposited on surfaces acts as a protective coating.

ASSESSMENT OF CORROSION POTENTIAL OF SOILS Durability of underground structures is seriously affected by corrosion of the concrete (IS: 456-2000) Specifications for type of cement, minimum cement content, maximum water-cement ratio, etc., to be adopted stringently, based on the exposure of the concrete to different concentrations of sulphates in the soil or ground water. However, for assessment of corrosion potential of underground structures, chemical properties of the soil need to be considered in details. Corrosion is an electrochemical process Certain conditions must exist for the corrosion to occur ( corrosion cell ) Effects of soil characteristics on corrosion By Victor Chaker, J. David Palmer ASTM Committee G-1 on Corrosion of Metals

The “Corrosion cell” Metallic connection Soil  Electrolyte Therefore properties of soils play a crucial role Electric current in accelerating corrosion. Properties of soils: Corrosion Electrical resistivity pH moisture content Porosity Electrochemical sulphate and chlorides content reaction redox potential presence of micro-organism temperature Cathode Anode are important for evaluating the corrosion Soil (Electrolyte) potential of soils (DIN 50929-3). For corrosion, the elements that are soluble in water are important: – Base forming: Na, K, Ca, Mg (raise pH). – Acid forming: Carbonate, Bicarbonate, Chloride ion, Nitrate, and Sulfate (lower pH).