Soils of Wisconsin Topic C. Soil Uncemented aggregate of mineral grains and decayed organic matter with liquid and gas in the empty spaces between the.

Slides:



Advertisements
Similar presentations
SOIL.
Advertisements

Soil Texture and Structure Chris Thoreau February 24, 2012.
Soil Compaction.
UNIQUE SOILS (BASIC PRINCIPLE & IMPROVEMENT METHOD) Session 11 Course: S Ground Improvement Method Year: 2010.
Weathering, Soil, and Erosion
Chapter (1) Geotechnical Properties of Soil
Components and Physical Properties of Soil Unit: Soil Science Lesson 3.
Soil Much more than "dirt".
Soils: facts and fiction
Soils and Foundations.
Chapter 3 Compaction. To improve the density and other properties of soil Increases the solid density improves strength Lowers its permeability Reduces.
Faculty of Applied Engineering and Urban Planning Civil Engineering Department Soil Mechanics ECGD3303 Grain Size Analysis Lecture 2 Week 1 1 st Quadester.
Soils in Construction (Engineering)
Porosity, Permeability, Capillarity
Texture. Particle Size Distribution (Texture) Important for determining suitability for various uses Considered a basic property because it doesn’t change.
Textural Identification Properties of Soil Topic D.
Soil Types Soil – all unconsolidated material in the earth’s crust Soil includes – Mineral particles – sand and clay Organic Materials – found in topsoil.
ENCI 5791 Compaction In-situ soils used as: –Bases for the construction of highway pavements –embankments or leveling material for construction projects.
Ch. 4 continued Soil Properties.
Engineering Properties of Soils Soil Types
Physical Properties of Soil
Soils Information By: Becky McGuire. Soil A. outer layer of earth’s crust, renewable natural resource that supports life --takes 1000 years for 1 inch.
Classification, Engineering Properties & Consolidation Methods.
GEOTECHNICAL PROPERTIES (CE1203)
5. Soil Consistency (Plasticity)
Earthwork: Use of Fine Grained & Granular Material.
COMPACTION Topic COMPACTION Presented to Dr. Ayub Elahi Presented by Group leader. M.Zeeshan haider yousaf Zia. # 14 Haider ayub # 13 Bilal ansari #35.
7. Soil Compaction (Das, chapter 6)
“Properties of Concrete” Introduction
Highway Materials Objective Describe briefly some of the physical characteristics and quality control tests for soils, aggregates, and bituminous materials.
WHAT’S IN THE SOIL? And why is it important?. Sand  Drains well but can not hold onto nutrients. Sand is a large particle.  Form lightweight, free-draining.
Presented by: 1. A measure of how easily a fluid (e.g., water) can pass through a porous medium (e.g., soils) 2 Loose soil - easy to flow - high permeability.
Prepared by: Marcia C. Belcher Construction Engineering Technology.
Civil Engineering Department Soil Mechanics Introduction Lecture 1 Week /2015 UMM AL-QURA UNIVERSITY.
Soil and Earth Works Faculty of Applied Engineering and Urban Planning Civil Engineering Department Lecture 3 - Week 2 2 nd Semester 2008/2009 UP Copyrights.
SOIL TEXTURE GEOGRAPHY 6A
Water Movement Below Surface
Soil Compaction Topic I Topic I.
THE NATURE OF SOIL By Sarik Salim. The nature of Soil Soil is defined as a collection of mineral particles that was formed due to the weathering process.
Soil Classification.
Introduction to Soils Testing & Mechanics
LECTURE 6 Soil Physical (Mechanical) Properties – Bulk density, porosity, strength, consistency.
Soil is the growing medium for our food. Without it we could not survive. Soil purifies our waste. Soil is home to plants and animals. It may take up.
Porosity, Permeability,
4. Properties of Materials Sediment (size) Physical States of Soil Concepts of Stress and Strain Normal and Shear Stress Additional Resistance Components.
Civil Engineering Department College of Engineering Course: Soil and Rock Mechanics (CE 260) Lecturer: Dr. Frederick Owusu-Nimo.
Recognizing Soil Texture & Structure
SOIL MECHANICS AND CLASSIFICATION. FACTORS WHICH HOLD SOIL TOGETHER o Cohesion  Internal Friction.
Understanding Soil Texture and Structure McAllen FFA Mr. Leal.
CVE 308 SOIL MECHANICS ENGR S.O ODUNFA DEPT. OF CIVIL ENGINEERING UNIVERSITY OF AGRICULTURE, ABEOKUTA.
*VOCABULARY WORDS ARE IN RED*
Soil Texture. Particle Size Distribution (Texture) Important for determining suitability for various uses Considered a basic property because it doesn’t.
 Soil is the loose material, mostly made of minerals, where plants can grow.  Soil is made of air, water, minerals and organic matter.  Humus is a.
Review.
Components & Properties of Soil. Parent Material Unconsolidated mass of rock and mineral from which soil is formed Soil formation occurs where it is exposed.
Compaction Of Soil GANDHINAGAR INSTITUTE OF TECHNOLOGY Group Members
GROUND IMPROVEMENT TECHNIQUES
Under the Guidance of Prof. Jayashree Sengupta
Atterberg's Limits Faculty of Applied Engineering and Urban Planning
In geotechnical engineering, soil compaction is the process in which a stress applied to a soil causes densification as air is displaced from the pores.
Soil 7.EC.5A.2 Construct explanations of how soil quality (including composition, texture, particle size, permeability, and pH) affects the characteristics.
7.EC.5A.2 Construct explanations of how soil quality (including composition, texture, particle size, permeability, and pH) affects the characteristics.
Classification, Engineering Properties & Consolidation Methods
States of Matter What is Matter?
SOIL What is it?.
SOILS PRESENTATION ACPA PIPE CLASS By: Colin A. Franco, P.E.
States of Matter What is Matter?
Associate Chief Engineer
Light Compaction Equipment
Presentation transcript:

Soils of Wisconsin Topic C

Soil Uncemented aggregate of mineral grains and decayed organic matter with liquid and gas in the empty spaces between the solid particles. Topic C

Types of Soils 1.Granular Soils – Sand and Gravel 2.Fine Grained Soils – Clays and Silts 3.Organic Soils – Topsoil and Peat Topic C

1.Granular Soils Sand and Gravel Excellent foundation, embankment and backfill material. Not susceptible to frost High permeability Settle rapidly while loaded Develops strength through particle contact/friction. Topic C

Granular Soils – Structure Strength Development Topic C

1.Granular Soils Sand and Gravel Excellent foundation, embankment and backfill material. Not susceptible to frost High permeability Settle rapidly while loaded Develops strength through particle contact/friction. Topic C

Gravel Larger Particles More pervious More stable Less affected by water or frost Sand Finer Particles – Feels gritty Finer and smoother it is closer to silt. – Decreased permeability – Reduced stability in water Topic C

2. Fine Grained Soils 1.Silts – Nonplastic 2.Clays - Plastic Topic C

Plastic Capable of being shaped or formed. Topic C

2. Fine Grained Soils Soil passing a No. 200 sieve Silts = mm to mm (0.003 in to in) Clays – less than mm ( in) Topic C

2. Fine Grained Soils Characteristics Low shear strengths Poor construction material Practically impervious Highly susceptible to frost Develops strength from particle bonds Higher amount of energy needed to compact (particularly clay soils) Topic C

Clay Particles Structure Topic C

Clay Particles Structure Topic C

Non-plastic Unstable in water. Change volume when shape changes. Pulverized by finger when dry. Silts Clays Plastic Compressible Wet – Low resistance to deformation. Hard cohesive mass when dry. Impervious. Topic C

3. Organic Soils Topsoil Peat Rootmat Organic matter Topic C

3. Organic Soils Not suitable for foundations or construction materials. Unacceptable roadway material. Topic C

Organic Soils 1.Reduced load-carrying capacity 2.Low Shear Strength 3.Increased compressibility 4.Releases toxic gases upon decay Topic C

Water and Soil Necessary Evil Critical to compaction effort Reduces strength of soil Loss of Stability Groundwater moves soil particles Erosion Amount of water influences permeability and frost action. Topic C

Effects of Water on Soil Concentrated zones of groundwater on a cut slope cause the soils to flow down the slope. – Often exists where a fine sand or silt overlays an impervious soil (clay). Topic C Seepage zones in backslopes causes slumping or sliding of slopes.

Topic C