Unit 2.1, Soils and Soil Physical Properties
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Formación De Neologismos En Ciencia Del Suelo
Formación de neologismos en Ciencia del Suelo Formation of Soil Science neologisms Formação de neologismos em Ciência do Solo AUTORES Received: 01.06.2012 Revised: 19.06.2012 Accepted: 20.06.2012 @ 1 Porta J. [email protected]. cat RESUMEN 2 Desde el Congreso de Roma de 1924, en el que la comunidad cientí!ca decidió utilizar la expresión Villanueva D. Soil Science en lugar de Pedology o Edaphology, no se ha llegado a establecer criterios para la formación en español de neologismos referentes! "# al estudio del suelo."$%#& En inglés, los nuevos términos se forman dando prioridad a la raíz griega ! " frente a la raíz # . Este criterio, que se ha consolidado !!"#" con el uso, no tiene en cuenta que en griego el término se"$%#& re!ere al suelo sobre el que se anda y @ Corresponding no al suelo en el que crecen las plantas, expresado por el término # . En el presente trabajo, desde Author una perspectiva etimológica, semántica y de pragmática lingüística, se proponen criterios para la 1 Sociedad Española formación de neologismos en español o al establecer equivalencias en español de voces introducidas de la Ciencia del en inglés. El análisis se basa en voces de autoridad; en elementos etimológicos; en aspectos de am- Suelo. Universitat de Lleida. Rovira Roure bigüedad fonética y ortográ!ca; en la revisión de equivalencias entre términos similares en español, 191, 25198 Lleida, inglés y francés; en el ámbito universitario; en la denominación de las sociedades y revistas cientí!cas; España. y en aspectos de buen gusto idiomático en determinados ámbitos geográ!cos del español. -
Sloping and Benching Systems
Trenching and Excavation Operations SLOPING AND BENCHING SYSTEMS OBJECTIVES Upon the completion of this section, the participant should be able to: 1. Describe the difference between maximum allowable slope and actual slope. 2. Observe how the angle of various sloped systems varies with soil type. 3. Evaluate layered systems to determine the proper trench slope. 4. Illustrate how shield systems and sloping systems interface in combination systems. ©HMTRI 2000 Page 42 Trenching REV1 Trenching and Excavation Operations SLOPING SYSTEMS If enough surface room is available, sloping or benching the trench walls will offer excellent protection without any additional equipment. Cutting the slope of the excavation back to its prescribed angle will allow the forces of cohesion (if present) and internal friction to hold the soil together and keep it from flowing downs the face of the trench. The soil type primarily determines the excavation angle. Sloping a method of protecting employees from caveins by excavating to form sides of an excavation that are inclined away from the excavations so as to prevent caveins. In practice, it may be difficult to accurately determine these sloping angles. Most of the time, the depth of the trench is known or can easily be determined. Based on the vertical depth, the amount of cutback on each side of the trench can be calculated. A formula to calculate these cutback distances will be included with each slope diagram. NOTE: Remember, the beginning of the cutback distance begins at the toe of the slope, not the center of the trench. Accordingly, the cutback distance will be the same regardless of how wide the trench is at the bottom. -
Engineering Behavior and Classification of Lateritic Soils in Relation to Soil Genesis Erdil Riza Tuncer Iowa State University
Iowa State University Capstones, Theses and Retrospective Theses and Dissertations Dissertations 1976 Engineering behavior and classification of lateritic soils in relation to soil genesis Erdil Riza Tuncer Iowa State University Follow this and additional works at: https://lib.dr.iastate.edu/rtd Part of the Civil Engineering Commons Recommended Citation Tuncer, Erdil Riza, "Engineering behavior and classification of lateritic soils in relation to soil genesis " (1976). Retrospective Theses and Dissertations. 5712. https://lib.dr.iastate.edu/rtd/5712 This Dissertation is brought to you for free and open access by the Iowa State University Capstones, Theses and Dissertations at Iowa State University Digital Repository. It has been accepted for inclusion in Retrospective Theses and Dissertations by an authorized administrator of Iowa State University Digital Repository. For more information, please contact [email protected]. INFORMATION TO USERS This material was produced from a microfilm copy of the original document. While the most advanced technological means to photograph and reproduce this document have been used, the quality is heavily dependent upon the quality of the original submitted. The following explanation of techniques is provided to help you understand markings or patterns which may appear on this reproduction. 1. The sign or "target" for pages apparently lacking from the document photographed is "Missing Page(s)". If it was possible to obtain the missing page(s) or section, they are spliced into the film along with adjacent pages. This may have necessitated cutting thru an image and duplicating adjacent pages to insure you complete continuity. 2. When an image on the film is obliterated with a large round black mark, it is an indication that the photographer suspected that the copy may have moved during exposure and thus cause a blurred image. -
Topic: Soil Classification
Programme: M.Sc.(Environmental Science) Course: Soil Science Semester: IV Code: MSESC4007E04 Topic: Soil Classification Prof. Umesh Kumar Singh Department of Environmental Science School of Earth, Environmental and Biological Sciences Central University of South Bihar, Gaya Note: These materials are only for classroom teaching purpose at Central University of South Bihar. All the data/figures/materials are taken from several research articles/e-books/text books including Wikipedia and other online resources. 1 • Pedology: The origin of the soil , its classification, and its description are examined in pedology (pedon-soil or earth in greek). Pedology is the study of the soil as a natural body and does not focus primarily on the soil’s immediate practical use. A pedologist studies, examines, and classifies soils as they occur in their natural environment. • Edaphology (concerned with the influence of soils on living things, particularly plants ) is the study of soil from the stand point of higher plants. Edaphologist considers the various properties of soil in relation to plant production. • Soil Profile: specific series of layers of soil called soil horizons from soil surface down to the unaltered parent material. 2 • By area Soil – can be small or few hectares. • Smallest representative unit – k.a. Pedon • Polypedon • Bordered by its side by the vertical section of soil …the soil profile. • Soil profile – characterize the pedon. So it defines the soil. • Horizon tell- soil properties- colour, texture, structure, permeability, drainage, bio-activity etc. • 6 groups of horizons k.a. master horizons. O,A,E,B,C &R. 3 Soil Sampling and Mapping Units 4 Typical soil profile 5 O • OM deposits (decomposed, partially decomposed) • Lie above mineral horizon • Histic epipedon (Histos Gr. -
Basic Soil Science W
Basic Soil Science W. Lee Daniels See http://pubs.ext.vt.edu/430/430-350/430-350_pdf.pdf for more information on basic soils! [email protected]; 540-231-7175 http://www.cses.vt.edu/revegetation/ Well weathered A Horizon -- Topsoil (red, clayey) soil from the Piedmont of Virginia. This soil has formed from B Horizon - Subsoil long term weathering of granite into soil like materials. C Horizon (deeper) Native Forest Soil Leaf litter and roots (> 5 T/Ac/year are “bio- processed” to form humus, which is the dark black material seen in this topsoil layer. In the process, nutrients and energy are released to plant uptake and the higher food chain. These are the “natural soil cycles” that we attempt to manage today. Soil Profiles Soil profiles are two-dimensional slices or exposures of soils like we can view from a road cut or a soil pit. Soil profiles reveal soil horizons, which are fundamental genetic layers, weathered into underlying parent materials, in response to leaching and organic matter decomposition. Fig. 1.12 -- Soils develop horizons due to the combined process of (1) organic matter deposition and decomposition and (2) illuviation of clays, oxides and other mobile compounds downward with the wetting front. In moist environments (e.g. Virginia) free salts (Cl and SO4 ) are leached completely out of the profile, but they accumulate in desert soils. Master Horizons O A • O horizon E • A horizon • E horizon B • B horizon • C horizon C • R horizon R Master Horizons • O horizon o predominantly organic matter (litter and humus) • A horizon o organic carbon accumulation, some removal of clay • E horizon o zone of maximum removal (loss of OC, Fe, Mn, Al, clay…) • B horizon o forms below O, A, and E horizons o zone of maximum accumulation (clay, Fe, Al, CaC03, salts…) o most developed part of subsoil (structure, texture, color) o < 50% rock structure or thin bedding from water deposition Master Horizons • C horizon o little or no pedogenic alteration o unconsolidated parent material or soft bedrock o < 50% soil structure • R horizon o hard, continuous bedrock A vs. -
Soils Section
Soils Section 2003 Florida Envirothon Study Sections Soil Key Points SOIL KEY POINTS • Recognize soil as an important dynamic resource. • Describe basic soil properties and soil formation factors. • Understand soil drainage classes and know how wetlands are defined. • Determine basic soil properties and limitations, such as mottling and permeability by observing a soil pit or soil profile. • Identify types of soil erosion and discuss methods for reducing erosion. • Use soil information, including a soil survey, in land use planning discussions. • Discuss how soil is a factor in, or is impacted by, nonpoint and point source pollution. Florida’s State Soil Florida has the largest total acreage of sandy, siliceous, hyperthermic Aeric Haplaquods in the nation. This is commonly called Myakka fine sand. It does not occur anywhere else in the United States. There are more than 1.5 million acres of Myakka fine sand in Florida. On May 22, 1989, Governor Bob Martinez signed Senate Bill 525 into law making Myakka fine sand Florida’s official state soil. iii Florida Envirothon Study Packet — Soils Section iv Contents CONTENTS INTRODUCTION .........................................................................................................................1 WHAT IS SOIL AND HOW IS SOIL FORMED? .....................................................................3 SOIL CHARACTERISTICS..........................................................................................................7 Texture......................................................................................................................................7 -
Interim Soil Survey of the Gerber Block – Map Unit Descriptions 1
300A--Norcross very cobbly loam, 0 to 10 percent slopes Map Unit Setting MLRA: 21 Landscape: Tableland Elevation: 4800 to 5400 feet Precipitation: 16 to 20 inches Air temperature: 43 to 45 degrees Fahrenheit Frost-free period: 50 to 80 days Composition Norcross very cobbly ashy loam, 0 to 10 percent slopes--85 percent Casebeer very cobbly loam, 0 to 6 percent slopes--10 percent Rock Outcrop, 15 to 40 percent slopes--5 percent Component Description Norcross and similar soils Landform: Plateaus Parent material: Volcanic ash and residuum weathered from basalt Typical vegetation: low sagebrush, bluebunch wheatgrass, onespike oatgrass, Sandberg bluegrass, Idaho fescue Typical profile: A1--0 to 3 inches; very cobbly ashy loam A2--3 to 6 inches; cobbly ashy loam Bt1--6 to 10 inches; cobbly ashy clay loam Bt2--10 to 18 inches; clay Bt3--18 to 20 inches; clay Bqm--20 to 31 inches; duripan R--31 to 35 inches; unweathered bedrock See "Chemical Properties of Soils" table and the "Physical Properties of Soils" table for more information. Component Properties and Qualities Slope: 0 to 10 percent Runoff: High Depth to Restrictive Feature: Duripan: 12 to 20 inches Bedrock (lithic): 18 to 46 inches Permeability class (root zone): Slow Available water capacity: About 3 inches Present flooding: None Natural drainage class: Well drained Interpretive Groups Nonirrigated land capability: 6e Ecological site: 021XY216OR--Stony Claypan 14-20 Pz Typical soil descriptions including ranges in characteristics are in the "Classification of the Soils" section. Contrasting -
Port Silt Loam Oklahoma State Soil
PORT SILT LOAM Oklahoma State Soil SOIL SCIENCE SOCIETY OF AMERICA Introduction Many states have a designated state bird, flower, fish, tree, rock, etc. And, many states also have a state soil – one that has significance or is important to the state. The Port Silt Loam is the official state soil of Oklahoma. Let’s explore how the Port Silt Loam is important to Oklahoma. History Soils are often named after an early pioneer, town, county, community or stream in the vicinity where they are first found. The name “Port” comes from the small com- munity of Port located in Washita County, Oklahoma. The name “silt loam” is the texture of the topsoil. This texture consists mostly of silt size particles (.05 to .002 mm), and when the moist soil is rubbed between the thumb and forefinger, it is loamy to the feel, thus the term silt loam. In 1987, recognizing the importance of soil as a resource, the Governor and Oklahoma Legislature selected Port Silt Loam as the of- ficial State Soil of Oklahoma. What is Port Silt Loam Soil? Every soil can be separated into three separate size fractions called sand, silt, and clay, which makes up the soil texture. They are present in all soils in different propor- tions and say a lot about the character of the soil. Port Silt Loam has a silt loam tex- ture and is usually reddish in color, varying from dark brown to dark reddish brown. The color is derived from upland soil materials weathered from reddish sandstones, siltstones, and shales of the Permian Geologic Era. -
(Hardpan) for Precision Agriculture on So
SITE - SPECIFIC CHARACTERIZATION, MODELING AND SPATIAL ANALYSIS OF SUB-SOIL COMPACTION (HARDPAN) FOR PRECISION AGRICULTURE ON SOUTHEASTERN US SOILS by MEHARI ZEWDE TEKESTE (Under the Direction of Randy L. Raper and Ernest W. Tollner) ABSTRACT Natural and machinery traffic-induced subsoil compacted layers (soil hardpans) that are found in many southeastern US soils limit root growth with detrimental effects on crop productivity and the environment. Due to the spatial variability of hardpans, tillage management systems that use site-specific depth tillage applications may reduce fuel consumption compared to the conventional uniform depth tillage. The success of site-specific tillage or variable depth tillage depends on an accurate sensing of the hardpan layers, field positioning, and controlling the application of real-time or prescribed tillage. The over arching objective of the work was to understand and advance the art and science of soil compaction analysis and prediction with an eye towards compaction management in precision farming. The specific objectives were (1) To investigate the influences of soil parameters (soil moisture and bulk density), and the soil-cone frictional property on the interpretations of cone penetrometer data in predicting the magnitude and depth of hardpans, (2) To determine spatial variability for creating hardpan maps and (3) To investigate a passive acoustic based real-time soil compaction sensing method. The soil cone penetration problems were also modeled using finite element modeling to investigate the soil deformation patterns and evaluate the capability of the finite element method to predict the magnitude and depth of the hardpan. Laboratory experiments in a soil column study indicated that the soil cone penetration resistances were affected by soil moisture, bulk density and cone material type. -
Earthwork Design and Construction
Technical Fundamentals for Design and Construction April 6, 2020 Earthwork Design and Construction Key Points • The primary objectives of earthwork operations are: (1) to increase soil bearing capacity; (2) control shrinkage and swelling; and (3) reduce permeability. • Particle shape is a critical physical soil property influencing engineering modification of a soil. • Proper water content is essential to economically achieve specified soil density. Purpose and Scope of Earthwork The purpose and scope of earth construction differ for various types of constructed facilities. The major types of earthwork projects include: • Transportation projects, which require embankments, roadways, and bridge approaches. • Water control, which usually involves dams, levies, and canals. • Landfill closures, which need impervious caps. • Building foundations, which must support loads and limit soil movement by shrinkage and swelling. Properly modified soils are the most economical solution for many constructed facilities. To meet structural support requirements, soils at some project sites may require treatment such as the addition of water, lime, or cement. 1 Technical Fundamentals for Earthwork Design, Materials, and Resources The physical chemical properties of project site soils have a major influence on the design of earthen structures and on the resources and operations needed to properly modify a soil. The fundamental properties of a soil include: granularity, course to fine; water content; specific gravity; and particle size distribution. Other properties include permeability, shear strength, and bearing capacity. The engineering design of a soil seeks to provide sufficient bearing capacity, settlement control, and either limit, in the case of dams and landfill caps, the movement of water or facilitate the movement of water in the case of drains, such as behind retaining walls. -
Pedology a Vanishing Skill in Australia?
Sojka, R.E. & Upchurch, D.R. 1999. Reservations regarding the soil quality concept. Soil Science Society of America Journal 63 Pedology 24 1039-1054. Tasmanian Government. 2009. State Policy on the Protection of A Vanishing Skill In Agricultural Land. Tasmanian Government, Tasmania, Australia. ustralia? Thackway, R. 2018. Australian Land Use Policy and Planning: The A Challenges. In: Land Use in Australia Past, Present and Future. R Thackway ed. ANU. Prepared for Soil Science Australia by: Tille, P., Stuart-Street, A. & Van Gool, D. 2013. Identification of high quality agricultural land in the Mid West region: stage Andrew Biggs, Greg Holz, David McKenzie, 1 – Geraldton Planning Region. Second edition. Resource Richard Doyle, Stephen Cattle. Management Technical Report 386. Western Australian Agriculture Authority. van Diepen, C.A., Van Keulen, H., Wolf, J and Berkhout, J.A.A. As described by LR Basher (1997) and others before him, 1991. Land evaluation: from intuition to quantification. Advances pedology is “… the branch of soil science that integrates in Soil Science 15, 140-204. and quantifies the distribution, formation, morphology Van Gool, D Tille PJ and Moore GA 2005. Land evaluation and classification of soils as natural landscape bodies.” standards for land resource mapping: assessing land qualities and Soil survey (mapping the distribution of soils) is the determining land capability in south-western Australia. Dept Agriculture and Food, Western Australia, Perth. Report 298, 137p natural extension of pedology. In 1997, LR Basher wrote a seminal paper on the state of pedology at the Van Gool, D., Maschmedt, D.J. & McKenzie, N.J. 2008. time in Australia and New Zealand. -
HOW to IMPROVE SOIL DRAINAGE Charlotte Germane, Nevada County Master Gardener
GOT COMPACTION? HOW TO IMPROVE SOIL DRAINAGE Charlotte Germane, Nevada County Master Gardener From The Curious Gardener, Summer 2011 Do you suspect you might have a drainage problem in your garden? If your soil does not drain quickly enough, your plants will drown. Soils in the foothills Your soil drainage may not be as bad as you think it is. There’s so much talk in the foothills about clay soil that some gardeners assume they have poorly draining soil, and grumble about it, when they actually have pretty respectable loam. The USDA has mapped soil types and found that in the lower foothills the soil can be sandy loam over heavy sandy loam, or loam over clay loam. Above 2000 feet, it is typically loam over clay loam with cobblestones. An unusual feature of foothills soil is the serpentine outcropping. This combines poor drainage with toxic levels of magnesium. If you need to grow in a serpentine soil area, use raised beds. The serpentine soil under the beds will not provide adequate drainage. Another foothill soil issue that makes for poor drainage is “layered soil”. Soil naturally transitions from one kind to another, but layered soil means soil that changes abruptly, making it hard for water to move through easily. Layered soil occurs naturally (soil on top of rock or a clay pan) and can also be created by digging with rototillers and heavy equipment. Check for poor grading, over-irrigation, and thatched lawns Before you label your soil the culprit, walk your garden and evaluate the grading. It is possible that at the time of your home’s construction, or during a later landscaping project,the soil was graded so the water drained toward an area with no easy outlet.