STRUCTURE OF MINERAL SOILS

Similar documents
Soil Evaluator Day 2, Presentation 4-3/27/2018

Soil structure Classification

Lecture 2: Soil Properties and Groundwater Flow

Soil Mineralogy and Consistence

LAB 4 FIELD STUDY OF SOIL: DESCRIBING SOIL HORIZON WITH SOIL PROPERTIES

THE CROW CANYON ARCHAEOLOGICAL CENTER

Soil Surveys. What are the most important properties to consider in a taxonomic system used for making a soil survey?

Master Horizons. O horizon A horizon E horizon B horizon C horizon R horizon W horizon O A E


DRILL HOLE # BH-BGC13-FN-01

MAFF Ministry of IfiriLE Agriculture Fisheries and Food

Circle the correct (best) terms inside the brackets:

CHAPTER: 4 PLASTICITY OF SOILS

MATRIX COLOR TEXTURE STRUCTURE CONSISTENCE REDOX FEATURES NOTES / OBSERVATIONS (IN.) O 0-1. granular friable None. λa

10YR 3/1 Weakly developed fine to coarse angular blocky peds

Describing and interpreting the macrostructure of mineral soils - a preliminary report

Monitoring and modelling hydrological fluxes in support of nutrient cycling studies in Amazonian rain forest ecosystems Tobon-Marin, C.

Assistant Prof., Department of Civil Engineering Bhagwant University,Ajmer,Rajasthan,India ABSTRACT

Field Identification of Andic Soil Properties for Soils of North-central Idaho

APPENDIX 3 (IN SITU TEST LOCATION AND CRITERIA FOR SELECTING VIABLE TEST, SAMPLE FIELD AND LABORATORY DESCRIPTION, MINERALOGY AND CHEMISTRY)

J. Paul Guyer, P.E., R.A.

Maggie Payne Jim Turenne

Geotechnical Engineering I CE 341

Tikrit University College of Engineering Civil engineering Department


Impact : Changes to Existing Topography (Less than Significant)

Chapter I Basic Characteristics of Soils

On-Site Soils Investigation. Buttermilk Way Storm water Treatment Project Buzzards Bay. MA. February 28 th, 2012

MINERALOGICAL ALTERATIONS OF SOIL IRRIGATED WITH ACIDIC MINE WATER IN THE ALAMOSA RIVER BASIN

GG 454 January 18, SOILS (06)

Clay Robinson, PhD, CPSS, PG copyright 2009

Chemistry of Tiling and Crusting

Depth (ft) USCS Soil Description TOPSOIL & FOREST DUFF

The physical breakdown and chemical alteration of rocks and minerals at or near Earth s surface.

Soil Profiles (West, Ch. 8)

Instructional Objectives

Soils of the GLBRC Marginal Land Experiment (MLE) Sites

Soil Mechanics III. SOIL COMPOSITION WEIGHT-VOLUME RELATIONSHIPS TERMINOLOGY AND DEFINITIONS

Prof. B V S Viswanadham, Department of Civil Engineering, IIT Bombay

4. Soil Consistency (Plasticity) (Das, chapter 4)

Figure DR3. Constraints on the depth of the hiatus surface based on 10 Be concentration of middle core sample.

ARCH 1250 APPLIED ENVIRONMENTAL STUDIES

Chapter 1 - Soil Mechanics Review Part A

Soil Properties - I. Amit Prashant. Indian Institute of Technology Gandhinagar. Short Course on. Geotechnical Aspects of Earthquake Engineering

Sedimentary Rocks. All sedimentary rocks begin to form when existing rocks are broken down into sediments Sediments are mainly weathered debris

PROFILE DESCRIPTION AND SOIL SAMPLING PROTOCOLS FOR THE NATIONAL SOIL INVENTORY OF SCOTLAND ( )

Appendix A. Producer Statement Advisory Note

Geotechnical Properties of Soil

APPENDIX A. Borehole Logs Explanation of Terms and Symbols

IN SITU SPECIFIC GRAVITY VS GRAIN SIZE: A BETTER METHOD TO ESTIMATE NEW WORK DREDGING PRODUCTION

Geology 229 Engineering Geology. Lecture 7. Rocks and Concrete as Engineering Material (West, Ch. 6)

Geology 229 Engineering and Environmental Geology. Lecture 5. Engineering Properties of Rocks (West, Ch. 6)

Appendix 3. Sample Descriptions

SHEAR STRENGTH OF SOIL

Prof. B V S Viswanadham, Department of Civil Engineering, IIT Bombay

Rocks and Weathering

Table 3. Empirical Coefficients for BS 8002 equation. A (degrees) Rounded Sub-angular. 2 Angular. B (degrees) Uniform Moderate grading.

SIEVE ANALYSIS. Introduction

Tikrit University. College of Engineering Civil engineering Department SOIL PROPERTES. Soil Mechanics. 3 rd Class Lecture notes Up Copyrights 2016

4. What type of glacier forms in a sloping valley between rock walls? a. firn glacier b. ice sheet c. cirque d. alpine glacier

SAND. By A S M Fahad Hossain Assistant Professor Department of Civil Engineering, AUST

SUPPLEMENTAL MATERIAL

WEATHERING AND MASS MOVEMENTS. 1. Introduction 2. Physical/mechanical weathering 3. Chemical weathering 4. Mass movement processes

EVALUATION OF GRAMPIAN SAND SANDSTONE

Boreholes. Implementation. Boring. Boreholes may be excavated by one of these methods: 1. Auger Boring 2. Wash Boring 3.

Wikipedia.org BUILDING STONES. Chapter 4. Materials of Construction-Building Stones 1

DETAILS OF LABORATORY TESTS CONDUCTED IN THE MONTH OF APRIL 2013

STATEMENT OF PHYSICAL CHARACTERISTICS REPORT FOR WELLINGTON, HEREFORD AND WORCESTER MINERALS LOCAL PLAN

Soil Chemistry. Dr. Shalamar Armstrong Dr. Rob Rhykerd Department of Agriculture

Shear Strength of Soils

pcf REQUIRED: Determine the shear strength parameters for use in a preliminary shallow foundation design. SOLUTION:


Lecture 6: Soil Profiles: Diagnostic Horizons

NACTA 2013 Soils Judging-2 Year Division

Chapter (6) Geometric Design of Shallow Foundations

An introduction to the Rock Mass index (RMi) and its applications

The more common classification systems are enlisted below:

Feet CLAY; silty, greenish gray and clayey fine sand; Color: 5Y 3/1

Chapter 10. Chapter Rocks and the Rock Cycle. Rocks. Section 1 Rocks and the Rock Cycle

HANDBOOK FOR COLLEGIATE SOILS CONTEST

Soil Mechanics: Limitations and Future Directions

Chapter 11 10/30/2013. Mass Wasting. Introduction. Factors That Influence Mass Wasting. Introduction. Factors That Influence Mass Wasting

Entrance exam Master Course

SOIL. The Exciting World Beneath Our Feet. J. Kenneth Torrance Professor Emeritus Geography and Environmental Studies Carleton University


TESTING of AGGREGATES for CONCRETE

Rock Material. Chapter 3 ROCK MATERIAL HOMOGENEITY AND INHOMOGENEITY CLASSIFICATION OF ROCK MATERIAL

UAS Student Residence

Superficial Geology Map - Slice A. Order Details: Order Number: Customer Reference: National Grid Reference: Slice: Site Area (Ha): Search Buffer (m):

CHAPTER 3 EXPERIMENTAL STUDY OF INTERFACE BEHAVIOR BETWEEN COMPOSITE PILES AND TWO SANDS

Engineering materials

SOIL STRUCTURE AND FABRIC

Mass Wasting. Revisit: Erosion, Transportation, and Deposition

Soil and Water Conservation Engineering Prof. Rajendra Singh Department of Agricultural and Food Engineering Indian Institute of Technology, Kharagpur

DATA REPOSITORY FIGURES AND TABLES

Appendix B6. SEM observations, experiment 2. Coating stage pre Ca(OH) 2 addition

A. V T = 1 B. Ms = 1 C. Vs = 1 D. Vv = 1

Geology and Soil Mechanics /1A ( ) Mark the best answer on the multiple choice answer sheet.

The potential of GIS in mapping soil health. Tim Brewer 19/11/2104

Geology for Engineers Rocks

Transcription:

TITLE 5 SOIL EVALUATOR CERTIFICATION TRAINING SOIL STRUCTURE Prepared for: Commonwealth of Massachusetts Department of Environmental Protection By L.A. Spokas, PhD, Stockbridge School of Agriculture University of Massachusetts Amherst Presented by: New England Interstate Water Pollution Control Commission STRUCTURE OF MINERAL SOILS Soil structure refers to the aggregation of individual soil particles into larger units with planes of weakness between them 1 Particles are held together (by organic matter, iron, and clay) to form distinct units called peds. Peds are individual, natural soil aggregates, which have units of mm to m in size. An example of a ped is a granule, a prism, or a block. Peds are NOT clods. 1. Buol, Southard, Graham, and McDaniel, Soil Genesis and Classification, 5 th Ed. 2003 http://homeguides.sfgate.com/break-up-plowed-soil Clods are chunks of soil formed artificially, often compressed due to plowing or other disturbance, or excavation.

STRUCTURE RANGES FROM STRUCTURE LESS TO HIGHLY DEVELOPED. Structureless Soils Single Grain Massive Soil Structures Granular Blocky Angular Subangular Prismatic Columnar Platy Soil structure forms by wetting and drying cycles. During periods of desiccation soil compression occurs due to capillary tension, causing cracks to form. When this soil becomes wet again, it swells. The protruding points on adjacent ped faces touch, causing pressure or shearing forces at these points. The shear forces cause coarse particles (sand) to move away from the pressure, leaving the platy clay particles behind. The clay particles are forced into parallel orientation along the ped face by the pressure of swelling. Clay Skins (clay coatings along a natural plane of weakness)

This clay skin on the ped face causes the soil to crack in the same place when it next dries. The formation of structure requires TIME and the presence of shrinking and swelling clays New England Soils are very young, and There is very little clay in our soils, and no shrink swell clays GRANULAR STRUCTURE 2 cm

talk.newagtalk.com Granular Structure Notice the small peds, held together by organic matter. Granular structure is most prevalent in O, A and Ap horizons a granule BLOCKY STRUCTURE a block Horizontal and Vertical extents of structure are equal.

An example of good blocky structure academic.emporia.edu Prismatic Structure Vertical extent of structure is greater than the horizontal extent. a prism Prismatic Structure colbydigssoil.com

Columnar Structure www.geog.ucsb.edu passel.unl.edu Structure should be easily visible on the pit wall. PLATY STRUCTURE Horizontal extent of the structure is greater than the vertical extent. a plate 2 cm PLATY STRUCTURE www.omafra.gov.on.ca

Typical platy structure on a dense till C horizon STRUCTURELESS SOILS Single Grain Massive

STRUCTURE SIZE Platy Shape of Structure Prismatic/ Columnar Blocky Granular Size ------------------ size (mm) -------------------- Very fine <1 <10 <5 <1 Fine 1-2 10-20 5-10 1-2 Medium 2-5 20-50 10-20 2-5 Coarse 5-10 50-100 20-50 5-10 Very Coarse >10 >100 >50 >10 size refers to the smallest dimension of plates, prisms, and columns. Substitute thin for fine and thick for coarse for platy sizes. STRUCTURE GRADE Grade refers to the strength of firmness of the peds. Weak Peds are observable in place, but cannot be removed. Moderate Peds can be removed from the profile for hand examination. Strong Removed peds are rigid and durable in hand. Most structure in MA Soils is weak! STRUCTURE DESIGNATION GRADE, SIZE, SHAPE moderate, thick, platy structure strong, medium, prismatic structure

CONSISTENCE A MEASURE OF THE SOIL MATERIAL S RESPONSE TO PRESSURE Class Loose Very friable Friable Firm Very firm Extremely firm Slightly rigid Rigid Very rigid Test Clod cannot be obtained (e.g. sands) Clod fails under very slight pressure between thumb and forefinger Clod fails under slight pressure between thumb and forefinger Clod fails under moderate pressure between thumb and forefinger Clod fails under strong pressure between thumb and forefinger Two hands are required to rupture clod Ruptures when placed underfoot with full body weight Ruptures when struck with 1 kg hammer Cannot be ruptured with hammer Single Grain, Loose (Structure, consistence) STRUCTURE & CONSISTENCE Weak fine granular, friable (grade, size, shape; consistence) Massive, friable Note: Structureless soils (single grain and massive) have no size or grade.