Coarse-Textured Basal Zones in Thin Loess Deposits: Products of Sediment Mixing And/ Or Paleoenvironmental Change?
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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. -
A Study of Unstable Slopes in Permafrost Areas: Alaskan Case Studies Used As a Training Tool
A Study of Unstable Slopes in Permafrost Areas: Alaskan Case Studies Used as a Training Tool Item Type Report Authors Darrow, Margaret M.; Huang, Scott L.; Obermiller, Kyle Publisher Alaska University Transportation Center Download date 26/09/2021 04:55:55 Link to Item http://hdl.handle.net/11122/7546 A Study of Unstable Slopes in Permafrost Areas: Alaskan Case Studies Used as a Training Tool Final Report December 2011 Prepared by PI: Margaret M. Darrow, Ph.D. Co-PI: Scott L. Huang, Ph.D. Co-author: Kyle Obermiller Institute of Northern Engineering for Alaska University Transportation Center REPORT CONTENTS TABLE OF CONTENTS 1.0 INTRODUCTION ................................................................................................................ 1 2.0 REVIEW OF UNSTABLE SOIL SLOPES IN PERMAFROST AREAS ............................... 1 3.0 THE NELCHINA SLIDE ..................................................................................................... 2 4.0 THE RICH113 SLIDE ......................................................................................................... 5 5.0 THE CHITINA DUMP SLIDE .............................................................................................. 6 6.0 SUMMARY ......................................................................................................................... 9 7.0 REFERENCES ................................................................................................................. 10 i A STUDY OF UNSTABLE SLOPES IN PERMAFROST AREAS 1.0 INTRODUCTION -
The Distribution of Silty Soils in the Grayling Fingers Region of Michigan: Evidence for Loess Deposition Onto Frozen Ground
Geomorphology 102 (2008) 287–296 Contents lists available at ScienceDirect Geomorphology journal homepage: www.elsevier.com/locate/geomorph The distribution of silty soils in the Grayling Fingers region of Michigan: Evidence for loess deposition onto frozen ground Randall J. Schaetzl ⁎ Department of Geography, 128 Geography Building, Michigan State University, East Lansing, MI, 48824-1117, USA ARTICLE INFO ABSTRACT Article history: This paper presents textural, geochemical, mineralogical, soils, and geomorphic data on the sediments of the Received 12 September 2007 Grayling Fingers region of northern Lower Michigan. The Fingers are mainly comprised of glaciofluvial Received in revised form 25 March 2008 sediment, capped by sandy till. The focus of this research is a thin silty cap that overlies the till and outwash; Accepted 26 March 2008 data presented here suggest that it is local-source loess, derived from the Port Huron outwash plain and its Available online 10 April 2008 down-river extension, the Mainstee River valley. The silt is geochemically and texturally unlike the glacial fl Keywords: sediments that underlie it and is located only on the attest parts of the Finger uplands and in the bottoms of Glacial geomorphology upland, dry kettles. On sloping sites, the silty cap is absent. The silt was probably deposited on the Fingers Loess during the Port Huron meltwater event; a loess deposit roughly 90 km down the Manistee River valley has a Permafrost comparable origin. Data suggest that the loess was only able to persist on upland surfaces that were either Kettles closed depressions (currently, dry kettles) or flat because of erosion during and after loess deposition. -
Choosing a Soil Amendment Fact Sheet No
Choosing a Soil Amendment Fact Sheet No. 7.235 Gardening Series|Basics by J.G. Davis and D. Whiting* A soil amendment is any material added not be used as a soil amendment. Don’t add Quick Facts to a soil to improve its physical properties, sand to clay soil — this creates a soil structure such as water retention, permeability, water similar to concrete. • On clayey soils, soil infiltration, drainage, aeration and structure. Organic amendments increase soil amendments improve the The goal is to provide a better environment organic matter content and offer many soil aggregation, increase for roots. benefits. Over time, organic matter improves porosity and permeability, and To do its work, an amendment must be soil aeration, water infiltration, and both improve aeration, drainage, thoroughly mixed into the soil. If it is merely water- and nutrient-holding capacity. Many and rooting depth. buried, its effectiveness is reduced, and it will organic amendments contain plant nutrients interfere with water and air movement and and act as organic fertilizers. Organic matter • On sandy soils, soil root growth. also is an important energy source for amendments increase the Amending a soil is not the same thing bacteria, fungi and earthworms that live in water and nutrient holding as mulching, although many mulches also the soil. capacity. are used as amendments. A mulch is left on the soil surface. Its purpose is to reduce Application Rates • A variety of products are available bagged or bulk for evaporation and runoff, inhibit weed growth, Ideally, the landscape and garden soils and create an attractive appearance. -
General Soil Information and Specs
Extension Education Center 423 Griffing Avenue, Suite 100 Riverhead, New York 11901-3071 t. 631.727.7850 f. 631.727.7130 General Soil Information and Specs Is there an easy way I can tell what kind of soil I am working with? Yes. Use the following ribbon test. 1. Place 2 teaspoons of the soil in your palm and drip water onto it, kneading until it forms a ball. 2. Does the soil remain in a ball when squeezed? If not, you have mostly sand. 3. If the ball forms, squeeze it between your thumb and forefinger into a ribbon of sorts. Loam: Weak ribbon less than 1 inch before breaking. If the ribbon holds together and appears to be “ruffled” or has cracks it, you probably have a silty loam. Clay Loam: Medium ribbon 1 to 2 inches before breaking. Clay: Strong Ribbon 2 inches or longer before breaking, which could explain some of the drainage problems you have been having. Is there a formal definition for sand? Many of the sand materials I have looked at seem completely different from each other. Sand doesn’t have to be 100% sand, and in fact it is any soil material with 85 or more percent of sand. Taken backwards, a sand is any soil material where the percentage of silt PLUS 1.5 times the percentage of clay does not exceed 15. 85 plus 15 equals 100. The official abbreviation is Sa. My specs call for coarse sand. What is that? How does it differ from fine sand? Coarse sand is defined as 25% or more very coarse and coarse sand and less than 50% of any other single grade of sand. -
Geotechnical Manual 2013 (PDF)
2013 Geotechnical Engineering Manual Geotechnical Engineering Section Minnesota Department of Transportation 12/11/13 MnDOT Geotechnical Manual ii 2013 GEOTECHNICAL ENGINEERING MANUAL ..................................................................................................... I GEOTECHNICAL ENGINEERING SECTION ............................................................................................................... I MINNESOTA DEPARTMENT OF TRANSPORTATION ............................................................................................... I 1 PURPOSE & OVERVIEW OF MANUAL ........................................................................................................ 8 1.1 PURPOSE ............................................................................................................................................................ 8 1.2 GEOTECHNICAL ENGINEERING ................................................................................................................................. 8 1.3 OVERVIEW OF THE GEOTECHNICAL SECTION .............................................................................................................. 8 1.4 MANUAL DESCRIPTION AND DEVELOPMENT .............................................................................................................. 9 2 GEOTECHNICAL PLANNING ....................................................................................................................... 11 2.1 PURPOSE, SCOPE, RESPONSIBILITY ........................................................................................................................ -
S41598-021-96384-7.Pdf
www.nature.com/scientificreports OPEN A mechanical insight into the triggering mechanism of frequently occurred landslides along the contact between loess and red clay Baoqin Lian1, Xingang Wang1*, Kai Liu1, Sheng Hu2 & Xiao Feng3 The triggering mechanism and movement evolution of loess-red clay landslides, which occurred frequently along the contact between the loess and red clay on the Loess Plateau, are closely related to the mechanical properties of the contact surface. This work presents an experimental investigation on loess, clay and loess-red clay interlaminar (LRCI) samples obtained from a typical loess-red clay landslide in northern part of Shaanxi province of China, using a series of ring shear tests, microscopic observation and scanning electron microscopy tests, in an attempt to explore the mechanical behavior of loess, clay and LRCI samples with variation in moisture content, normal stress and shear rate. The results revealed that for all specimens, both the peak shear strength τp and the residual shear strength τr decreased with increasing moisture content, among which, moisture content has the greatest infuence on the τp and τr of red clay, followed by the LRCI specimen, and the loess specimen is least afected by moisture content. Meanwhile, exponential functions describing the correlations between shear strength and moisture content of LRCI, red clay and loess specimens were proposed. Furthermore, the macroscopic morphological characteristics and the microstructure of shear surface obtained from the LRCI specimens showed that a localized water accumulation was built up within the shear surface as the water content increases to some extent, and a high degree of liquefaction developed within shear surface when the moisture content reached to the saturate degree. -
Summarization and Comparison of Engineering Properties of Loess in the United States
Summarization and Comparison of Engineering Properties of Loess in the United States J. B. SHEELER, Associate Professor of Civil Engineering, Iowa State University •LARGE deposits of loess are found in many parts of the United States, but published values of the engineering properties of loess are relatively scarce. The data in this paper were gathered to indicate similarities and compare the properties of loess from one area with another. Loess is composed primarily of rather loosely arranged angular grains of sand, silt, and clay. Silt is usually the dominant size. Calcite is also generally present in amounts ranging from zero to more than 10 percent of the total soil.. The aeolian hypothesis of loess deposition is compatible with the physical charac teristics of undisturbed loess masses. This hypothesis states that fine-grained ma terial was transported, sorted, and redeposited by wind action and thus became loess. During deposition, moisture and clay minerals are believed responsible for cementing the coarser grains together to form a loose structure. The loess is therefore subject to loss of shear strength due to water softening the clay bonds and to severe consolida tion caused by a combination of loading and moisture. Loess is usually thought of as an aeolian material that was deposited thousands of years ago and has remained in place since the time of deposition. Loess that has been eroded and redeposited is often referred to as redeposited loess, reworked loess or more simply as a silt deposit. This implies that the word loess indicates an aeolian soil, undisturbed since deposition. Certain engineering properties of loess, such as shear strength, are quite drastically changed by erosion and redeposition. -
Liquid Silts - Their Occurrence and Distribution in Loess Robert Odell Lamb Iowa State University
Iowa State University Capstones, Theses and Retrospective Theses and Dissertations Dissertations 1985 Liquid silts - their occurrence and distribution in loess Robert Odell Lamb Iowa State University Follow this and additional works at: https://lib.dr.iastate.edu/rtd Part of the Civil Engineering Commons Recommended Citation Lamb, Robert Odell, "Liquid silts - their occurrence and distribution in loess " (1985). Retrospective Theses and Dissertations. 7866. https://lib.dr.iastate.edu/rtd/7866 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 reproduction was made from a copy of a document sent to us for microfilming. While the most advanced technology has been used to photograph and reproduce this document, the quality of the reproduction is heavily dependent upon the quality of the material submitted. The following explanation of techniques is provided to help clarify markings or notations 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 through an image and duplicating adjacent pages to assure complete continuity. 2. When an image on the film is obliterated with a round black mark, it is an indication of either blurred copy because of movement during exposure, duplicate copy, or copyrighted materials that should not have been filmed. -
Study on the Mechanism of Loess Landslide Induced by Chlorine Salt in Heifangtai Terran
Japanese Geotechnical Society Special Publication 7th Asia-Pacific Conference on Unsaturated Soils (AP-UNSAT2019) Study on the mechanism of loess landslide induced by chlorine salt in Heifangtai terran Juan Wang i ,ii), Wei Liu i ,ii), Wenwu Chen i ,ii), Peng Liu i ,ii) , Bobo Jia i ,ii), He Xu i ,ii) , Li Wen iii) i) Department of Geological Engineering, Lanzhou University, Tianshui Road, 222, Lanzhou 730000, China ii) Key Laboratory of Mechanics on Disaster and Environment in Western China, Ministry of Education, China iii) School of Information Science and Technology, Lanzhou University, Lanzhou 730000,China ABSTRACT It is well known that water content is the key factor affecting the loess strength. In arid and semi-arid regions, the salt content in pore solution of loess is relatively high. Rainfall or irrigation can change the water content of loess and induce geological disasters such as loess landslide and loess mud flow. In this paper, Heifangtai, Gansu Province, is chosen as the study site, where is the most typical place of loess landslides. The occurrence of loess landslides is closely related to water, salt. In order to investigate the interaction rules of these three factors, a series of pressure plate apparatus tests and undrained shear tests were conducted on saturated loess, to investigate the degradation mechanism of loess strength caused by the interaction between water and salt.The results showed that: NaCl concentration had a significant effect on the matrix suction, i.e. the water retention capacity of loess sample increased as the increase of NaCl concentration,especially in the boundary effect zone (low suction zone, soil almost saturated), concerning the remolded loess samples having a same dry density.The increase of NaCl concentration in pore water can also lead to the decrease of shear strength of saturated loess, especially for the cohesion. -
2001 01 0122.Pdf
INTERNATIONAL SOCIETY FOR SOIL MECHANICS AND GEOTECHNICAL ENGINEERING This paper was downloaded from the Online Library of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE). The library is available here: https://www.issmge.org/publications/online-library This is an open-access database that archives thousands of papers published under the Auspices of the ISSMGE and maintained by the Innovation and Development Committee of ISSMGE. Soil classification: a proposal for a structural approach, with reference to existing European and international experience Classification des sols: une proposition pour une approche structurelle, tenant compte de l’expérience Européenne et internationale lr. Gauthier Van Alboom - Geotechnics Division, Ministry of Flanders, Belgium ABSTRACT: Most soil classification schemes, used in Europe and all over the world, are of the basic type and are mainly based upon particle size distribution and Atterberg limits. Degree of harmonisation is however moderate as the classification systems are elabo rated and / or adapted for typical soils related to the country or region considered. Proposals for international standardisation have not yet resulted in ready for use practical classification tools. In this paper a proposal for structural approach to soil classification is given, and a basic soil classification system is elaborated. RESUME: La plupart des méthodes de classification des sols, en Europe et dans le monde entier, sont du type de base et font appel à la distribution des particules et aux limites Atterberg. Le degré d’harmonisation est cependant modéré, les systèmes de classification étant élaborés et / ou adaptés aux sols qui sont typiques pour le pays ou la région considérée. -
Measuring Streambank Erosion Due to Ground Water Seepage: Correlation to Bank Pore Water Pressure, Precipitation and Stream Stage
Earth Surface Processes and Landforms Earth1558 Surf. Process. Landforms 32, 1558–1573 (2007) G. A. Fox et al. Published online 30 January 2007 in Wiley InterScience (www.interscience.wiley.com) DOI: 10.1002/esp.1490 Measuring streambank erosion due to ground water seepage: correlation to bank pore water pressure, precipitation and stream stage Garey A. Fox,1* Glenn V. Wilson,2 Andrew Simon,2 Eddy J. Langendoen,2 Onur Akay1 and John W. Fuchs1 1 Department of Biosystems and Agricultural Engineering, Oklahoma State University Stillwater, OK, USA 2 USDA-ARS National Sedimentation Laboratory, Oxford, MS, USA *Correspondence to: Abstract Garey A. Fox, Department of Biosystems and Agricultural Limited information exists on one of the mechanisms governing sediment input to streams: Engineering, Oklahoma State streambank erosion by ground water seepage. The objective of this research was to demon- University, 120 Agricultural Hall, strate the importance of streambank composition and stratigraphy in controlling seepage Stillwater, OK 74078-6016, USA. flow and to quantify correlation of seepage flow/erosion with precipitation, stream stage and E-mail: [email protected] soil pore water pressure. The streambank site was located in Northern Mississippi in the Goodwin Creek watershed. Soil samples from layers on the streambank face suggested less than an order of magnitude difference in vertical hydraulic conductivity (Ks) with depth, but differences between lateral Ks of a concretion layer and the vertical Ks of the underlying layers contributed to the propensity for lateral flow. Goodwin Creek seeps were not similar to other seeps reported in the literature, in that eroded sediment originated from layers underneath the primary seepage layer.