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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. -
Stability of Superparamagnetic Minerals in Soils and Rocks 0.5Ex
Stability of superparamagnetic minerals in soils and rocks Can frequency-dependent susceptibility be used as a proxy for climate in the past? Jan Igel1, Holger Preetz1;2 & Christian Rolf1 1Leibniz Institute for Applied Geophysics, Hannover, Germany Leibniz Institute for 2OFD Niedersachsen, Federal Competence Center for Soil and Applied Geophysics Groundwater Protection / UXO Clearance, Hannover, Germany Motivation Results & Interpretation I Frequency-dependent (FD) magnetic susceptibility is a property of I Samples treated with oxygen free water and samples treated superparamagnetic (SP) minerals. The presence of these minerals with sodium sulphide (shown here) show similar results. in soils and sediments is commonly attributed to neoformation Magnetic susceptibility during weathering and pedogenesis. 55000 Warm and humid conditions give rise to neoformation of SP mi- 50000 I Rocks: after dithionite 45000 reduction experiment Tuff nerals and thus frequency-dependent susceptibility is often used as treatment Tephra palaeoclimate proxy in sediment stratigraphy. Rhyolite SI] 40000 6 − I SP minerals can also be of lithogenic origin and occur in magmatic [10 Soils: LF rocks and volcanic ashes. However, a lithogenic origin is commonly κ ≈ Luvisol Humous loess 10000 Laterite neglected in palaeoclimatic studies. Terra Rossa I Pedogenic SP minerals are assumed to be less stable than lithoge- 5000 nic SP minerals. 0 0 50 100 150 200 250 time [days] Materials I No decrease of κLF or ∆κ in reducing environment ! SP minerals stable regardless of their origin (lith./ped.) A number of 7 samples with high I Some soils show increase of κLF and ∆κ during reduction content of SP minerals were in- ! neoformation of SP minerals due to bacterial activity vestigated. -
DOGAMI MP-20, Investigations of Nickel in Oregon
0 C\1 a: w a.. <( a.. en ::::> 0 w z <( __j __j w () en � INVESTIGATIONS OF NICKEL IN OREGON STATE OF OREGON DEPARTMENT OF GEOL.OGY AND MINERAL. IN OUSTRIES DONAL.D .A HUL.L. STATE GEOLOGIST 1978 STATE OF OREGON DEPARTMENT OF GEOLOGY AND MINERAL INDUSTRIES 1069 State Office Building, Portland, Oregon 97201 MISCELLANEOUS PAPER 20 INVESTIGATIONS OF NICKEL IN OREGON Len Ramp, Resident Geologist Grants Pass Field Office Oregon Department of Geology and Mineral Industries Conducted in conformance with ORS 516.030 . •. 5 1978 GOVERNING BOARD Leeanne MacColl, Chairperson, Portland Talent Robert W. Doty STATE GEOLOGIST John Schwabe Portland Donald A. Hull CONTENTS INTRODUCTION -- - ---- -- -- --- Purpose and Scope of this Report Acknowledgments U.S. Nickel Industry GEOLOGY OF LATERITE DEPOSITS - -- - 3 Previous Work - - - - --- 3 Ultramafic Rocks - ----- --- 3 Composition - - -------- - 3 Distribution ------ - - - 3 Structure - 3 Geochemistry of Nickel ---- 4 Chemical Weathering of Peridotite - - 4 The soi I profile ------- 5 M i nero I ogy -- - ----- 5 Prospecting Guides and Techniques- - 6 OTHER TYPES OF NICKEL DEPOSITS - - 7 Nickel Sulfide Deposits- - - - - - 7 Deposits in Oregon 7 Other areas --- 8 Prospecting techniques 8 Silica-Carbonate Deposits - -- 8 DISTRIBUTION OF LATERITE DEPOSITS - ------ 9 Nickel Mountain Deposits - - ------ --------- 9 Location --------------- --- 9 Geology - ------- ----- 11 Ore deposits ----------- - -- 11 Soil mineralogy - ------- 12 Structure --- ---- ---- 13 Mining and metallurgy ------------ ---- 13 Production- -
World Reference Base for Soil Resources 2014 International Soil Classification System for Naming Soils and Creating Legends for Soil Maps
ISSN 0532-0488 WORLD SOIL RESOURCES REPORTS 106 World reference base for soil resources 2014 International soil classification system for naming soils and creating legends for soil maps Update 2015 Cover photographs (left to right): Ekranic Technosol – Austria (©Erika Michéli) Reductaquic Cryosol – Russia (©Maria Gerasimova) Ferralic Nitisol – Australia (©Ben Harms) Pellic Vertisol – Bulgaria (©Erika Michéli) Albic Podzol – Czech Republic (©Erika Michéli) Hypercalcic Kastanozem – Mexico (©Carlos Cruz Gaistardo) Stagnic Luvisol – South Africa (©Márta Fuchs) Copies of FAO publications can be requested from: SALES AND MARKETING GROUP Information Division Food and Agriculture Organization of the United Nations Viale delle Terme di Caracalla 00100 Rome, Italy E-mail: [email protected] Fax: (+39) 06 57053360 Web site: http://www.fao.org WORLD SOIL World reference base RESOURCES REPORTS for soil resources 2014 106 International soil classification system for naming soils and creating legends for soil maps Update 2015 FOOD AND AGRICULTURE ORGANIZATION OF THE UNITED NATIONS Rome, 2015 The designations employed and the presentation of material in this information product do not imply the expression of any opinion whatsoever on the part of the Food and Agriculture Organization of the United Nations (FAO) concerning the legal or development status of any country, territory, city or area or of its authorities, or concerning the delimitation of its frontiers or boundaries. The mention of specific companies or products of manufacturers, whether or not these have been patented, does not imply that these have been endorsed or recommended by FAO in preference to others of a similar nature that are not mentioned. The views expressed in this information product are those of the author(s) and do not necessarily reflect the views or policies of FAO. -
Resettlement Plan People's Republic of China: Jiangxi Ganzhou Rural
Resettlement Plan Document Stage: Draft Project Number: 53049-001 August 2021 People’s Republic of China: Jiangxi Ganzhou Rural Vitalization and Comprehensive Environment Improvement Prepared by Ganzhou Municipal People's Government Leading Group Office for the ADB Loan Project in Ganzhou for the Asian Development Bank. CURRENCY EQUIVALENTS (as of 2 August 2021) Currency unit - yuan (CNY) CNY1.00 = US$0.1548 US$1.00 = CNY6.4615 ABBREVIATIONS ADB – Asian Development Bank AP – Affected Person CNY – Chinese Yuan DDR – Due diligence report DI – Design Institute DMS – Detailed Measurement Survey FSR – Feasibility Study Report GRM – Grievance Redress Mechanism HH – Household IA – Implementing Agency LA – Land Acquisition LURT – Land Use Right Transfer LURPI – Land Use for Rural Public Infrastructures PA – Project Area PMO – Project Management Office RP – Resettlement Plan SOL – State-Owned Land WF – Women’s Federation GLOSSARY Affected Persons – In the context of involuntary resettlement, affected persons are those who are physically displaced (relocation, loss of residential land, or loss of shelter) and/or economically displaced (loss of land, assets, access to assets, income sources, or means of livelihoods) because of (i) involuntary acquisition of land, or (ii) involuntary restrictions on land use or on access to legally designated parks and protected areas. Compensation – Money or payment given to affected persons for property, resources, and income losses. Entitlement – According to the loss’s categories of affected persons, they are entitled to get compensation, income restoration, relocation costs, income subsidies and resettlement to restore socioeconomic conditions. Income Restoration – Rebuild the affected persons’ source of income and living standard. Resettlement – Rebuild houses and properties including productive land and public facilities at another area. -
16. Ice in the Martian Regolith
16. ICE IN THE MARTIAN REGOLITH S. W. SQUYRES Cornell University S. M. CLIFFORD Lunar and Planetary Institute R. O. KUZMIN V.I. Vernadsky Institute J. R. ZIMBELMAN Smithsonian Institution and F. M. COSTARD Laboratoire de Geographie Physique Geologic evidence indicates that the Martian surface has been substantially modified by the action of liquid water, and that much of that water still resides beneath the surface as ground ice. The pore volume of the Martian regolith is substantial, and a large amount of this volume can be expected to be at tem- peratures cold enough for ice to be present. Calculations of the thermodynamic stability of ground ice on Mars suggest that it can exist very close to the surface at high latitudes, but can persist only at substantial depths near the equator. Impact craters with distinctive lobale ejecta deposits are common on Mars. These rampart craters apparently owe their morphology to fluidhation of sub- surface materials, perhaps by the melting of ground ice, during impact events. If this interpretation is correct, then the size frequency distribution of rampart 523 524 S. W. SQUYRES ET AL. craters is broadly consistent with the depth distribution of ice inferred from stability calculations. A variety of observed Martian landforms can be attrib- uted to creep of the Martian regolith abetted by deformation of ground ice. Global mapping of creep features also supports the idea that ice is present in near-surface materials at latitudes higher than ± 30°, and suggests that ice is largely absent from such materials at lower latitudes. Other morphologic fea- tures on Mars that may result from the present or former existence of ground ice include chaotic terrain, thermokarst and patterned ground. -
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. -
Surface Residence Times of Regolith on the Lunar Maria
52nd Lunar and Planetary Science Conference 2021 (LPI Contrib. No. 2548) 1652.pdf 1 1 SURFACE RESIDENCE TIMES OF REGOLITH ON THE LUNAR MARIA. P. O’Brien and S. Byrne , 1 L unar and Planetary Laboratory, University of Arizona, Tucson, AZ 85721 ([email protected]) Introduction: The surfaces of airless bodies like Our model simulates mare-like surfaces evolving the Moon undergo microscopic chemical changes as a over time from flat surfaces to cratered landscapes. result of energetic processes operating in the space Impacts are randomly sampled from the present-day environment, collectively known as space weathering lunar impact flux [5] and the global population of [1,2]. Despite returned lunar soil samples, the rate of secondary craters produced by these impacts is space weathering on the Moon is not well understood. generated following empirical observations of The amount of chemical weathering incurred in the secondary production on airless bodies [6,7]. At each lunar regolith depends critically on the rate at which timestep, we compute the downslope flux of regolith regolith is excavated, transported, and buried by by solving the 2D diffusion equation [8]. The rate of macroscopic impact processes. These physical diffusion is calibrated by matching the average processes control how long regolith spends on the roughness of the model landscapes to the observed surface where it is exposed to the space environment. roughness of the lunar maria, as measured by the We have developed a Monte Carlo model that median bidirectional slope at 4 m baselines [9]. Figure simulates the evolution of lunar maria landscapes 1 shows how model surfaces subject to these physical under topographic relief-creation from impact cratering processes become rougher and more heavily-cratered and relief-reduction from micrometeorite gardening over time. -
Geotechnical Properties of Lateritic Soil Stabilized with Periwinkle Shells Powder
Preprints (www.preprints.org) | NOT PEER-REVIEWED | Posted: 5 November 2018 doi:10.20944/preprints201811.0100.v1 Article GEOTECHNICAL PROPERTIES OF LATERITIC SOIL STABILIZED WITH PERIWINKLE SHELLS POWDER Abiola. M. Dauda1, Joseph O. Akinmusuru1, Oluwaseun. A. Dauda1, Taiwo O. Durotoye1, and Kunle E. Ogundipe*2 Kehinde O. Oyesomi3 [email protected]; [email protected]; [email protected]; [email protected]; [email protected] 1 Department of Civil Engineering, Covenant University, Ota 112233, Ogun State Nigeria. 2 Department of Building Technology, Covenant University, Ota 112233, Ogun State Nigeria. 3 Department of Mass Communication, Covenant University, Ota 112233, Ogun State Nigeria. *Corresponding Author: [email protected]; Tel.: +234-806-237-1086 Abstract: This study used eco-friendly materials known as Periwinkle Shell Powder (PSP) in stabilizing the engineering properties of lateritic soil. Preliminary test was performed on the un-stabilized lateritic soil for the purposes of identification and classification (natural moisture content, liquid limits, plastic limits, and plasticity index). The engineering tests were conducted on the lateritic soil stabilized with additions of (2, 4, 6, 8 and 10 %) PSP and OPC respectively. The result showed that cement gave a progressive increase in the Maximum Dry Density (MDD) of the lateritic soil from 1875 kg/m3 (2 %) to 2294 kg/m3 (10 %) respectively. This represents 22 % increase in the MDD from the un-stabilized state. For PSP, the Maximum MDD was attained at 6 % (1974 kg/m3), representing 5.3 % increase in MDD of the soil from the un-stabilized state. For both stabilizing agent, the Optimum Moisture Content (OMC) increases from 13.65 % to 13.83 % and from 11.72 % to 14.41 % for Cement and Periwinkle Shell Powder respectively. -
Open-File 77-885
UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY PROJECT REPORT Nigerian Investigation (IR)N-I Open-File 77-885 PRELIMINARY ENGINEERING GEOLOGIC REPORT ON SELECTION OF URBANSITES IN THE FEDERAL CAPITAL TERRITORY, NIGERIA Prepared by the U. S. Geological Survey for the Federal Capital Development Authority of Nigeria 1977 Open file report (IR)N-l PRELIMINARY ENGINEERING GEOLOGIC REPORT ON SELECTION OF URBAN SITES IN THE FEDERAL CAPITAL TERRITORY, NIGERIA CONTENTS SUMMARY ...................................................... INTRODUCTION ................................................. 5 Location ................................................... 5 Purpose and method of study ................................ 5 Acknowledgments ............................................ 8 BEDROCK GEOLOGY .............................................. 9 Precambrian rocks .......................................... 11 Metamorphic rocks ........................................ 11 Igneous rocks ............................................ 19 Cretaceous sedimentary rocks ............................... 21 Tertiary laterite .......................................... 24 Quaternary alluvium .................................... f ... 24 Geologic structure ......................................... 25 Central fold ............................................. 25 Eastern shear zone ....................................... 25 Northwest-trending faults and fractures .................. 28 Mineral deposits ........................................... 28 Tin deposits -
NASA Spacecraft Nears Encounter with Dwarf Planet Ceres 4 March 2015
NASA spacecraft nears encounter with dwarf planet Ceres 4 March 2015 of 590 miles (950 kilometers), makes a full rotation every nine hours, and NASA is hoping for a wealth of data once the spacecraft's orbit begins. "Dawn is about to make history," said Robert Mase, project manager for the Dawn mission at NASA JPL in Pasadena, California. "Our team is ready and eager to find out what Ceres has in store for us." Experts will be looking for signs of geologic activity, via changes in these bright spots, or other features on Ceres' surface over time. The latest images came from Dawn when it was 25,000 miles (40,000 kilometers) away on February 25. This image was taken by NASA's Dawn spacecraft of dwarf planet Ceres on February 19, 2015 from a The celestial body was first spotted by Sicilian distance of nearly 29,000 miles astronomer Father Giuseppe Piazzi in 1801. "Ceres was initially classified as a planet and later called an asteroid. In recognition of its planet-like A NASA spacecraft called Dawn is about to qualities, Ceres was designated a dwarf planet in become the first mission to orbit a dwarf planet 2006, along with Pluto and Eris," NASA said. when it slips into orbit Friday around Ceres, the most massive body in the asteroid belt. Ceres is named after the Roman goddess of agriculture and harvests. The mission aims to shed light on the origins of the solar system 4.5 billion years ago, from its "rough The spacecraft on its way to circle it was launched and tumble environment of the main asteroid belt in September 2007. -
Soil, Regolith, and Weathered Rock Theoretical Concepts and Evolution
Geoderma 368 (2020) 114261 Contents lists available at ScienceDirect Geoderma journal homepage: www.elsevier.com/locate/geoderma Soil, regolith, and weathered rock: Theoretical concepts and evolution in T old-growth temperate forests, Central Europe ⁎ Pavel Šamonila,b, , Jonathan Phillipsa,c, Pavel Daněka,d, Vojtěch Beneše, Lukasz Pawlika,f a Department of Forest Ecology, The Silva Tarouca Research Institute for Landscape and Ornamental Gardening, Lidická 25/27, 602 00 Brno, Czech Republic b Department of Forest Botany, Dendrology and Geobiocoenology, Faculty of Forestry and Wood Technology, Mendel University in Brno, Zemědělská 1, 613 00 Brno, Czech Republic c Earth Surface Systems Program, Department of Geography, University of Kentucky, Lexington, KY 40506, USA d Department of Botany and Zoology, Faculty of Science, Masaryk University, Kotlářská 267/2, 611 37 Brno, Czech Republic e G IMPULS Praha Ltd., Czech Republic f University of Silesia, Faculty of Earth Sciences, ul. Będzińska 60, 41-200 Sosnowiec, Poland ARTICLE INFO ABSTRACT Handling Editor: Alberto Agnelli Evolution of weathering profiles (WP) is critical for landscape evolution, soil formation, biogeochemical cycles, Keywords: and critical zone hydrology and ecology. Weathering profiles often include soil or solum (O, A, E, and Bhor- Soil evolution izons), non-soil regolith (including soil C horizons, saprolite), and weathered rock. Development of these is a Saprolite function of weathering at the bedrock weathering front to produce weathered rock; weathering at the boundary Weathering front between regolith and weathered rock to produce saprolite, and pedogenesis to convert non-soil regolith to soil. Hillslope processes Relative thicknesses of soil (Ts), non-soil regolith (Tr) and weathered rock (Tw) can provide insight into the Geophysical research relative rates of these processes at some sites with negligible surface removals or deposition.