Prediction of the Immediate Effect of Traffic on Field Soil Qualities

Total Page:16

File Type:pdf, Size:1020Kb

Prediction of the Immediate Effect of Traffic on Field Soil Qualities PREDICTION OF THE IMMEDIATE EFFECT OF TRAFFIC ON FIELD SOIL QUALITIES Ontvangen 28 Ml f994 UB-CARDEX CENTRALE LANDBOUWCATALOGUS 0000 0574 2693 Promotor: ir. H. Kuipers emeritus hoogleraar grondbewerking Co-promotor: dr.ir. A.J. Kooien universitair hoofddocent gronddynamica |JMog>2o', iBd3> P. Lerink PREDICTION OF THE IMMEDIATE EFFECT OF TRAFFIC ON FIELD SOIL QUALITIES Proefschrift ter verkrijging van de graad van doctor in de landbouw- en milieuwetenschappen op gezag van de rector magnificus, dr. CM. Karssen, in het openbaar te verdedigen op woensdag 29 juni 1994 des namiddags te half twee in de Aula van de Landbouwuniversiteit te Wageningen. Ufevi^S- CjCj ICJ( CIP-DATA KONINKLIJKE BIBLIOTHEEK, DEN HAAG Lerink, P. Prediction of the immediate effect of traffic on field soil qualities / P. Lerink. - [S.I. : s.n.]. -III . Thesis Wageningen. - With réf. - With summary in Dutch. ISBN 90-5485-267-4 Subject headings: soil compaction / field traffic. ölbUOIHEK« LAfNDBOUWÜNIYESS; WAGENINGEH Printed by Grafisch Service Centrum, Van Gils B.V. Acknowledgements finance, logistics Wageningen Agricultural University discussions J.B. Dawidowski, A.J. Kooien, H. Kuipers assistance L.C. Blanken, A. Boers, J.J. Klooster, B. Kroesbergen F.J.M, van Oorschot, B.W. Peelen f-> UOSZJD^ lôûg> STELLINGEN 1. Als gevolg van het toepassen van brede lagedruk banden neemt de berijdingsintensiteit toe. Het nadelige effect van berijden op de fysieke bodemgesteldheid, gemeten in het spoor waar dit effect maximaal is, neemt daarbij af. Dit proefschrift. 2. Een nauwkeurig en handzaam instrument voor het bepalen van de vochttoestand van de bouwvoor is een onmisbaar hulpmiddel bij het kiezen van het juiste bewerkings-tijdstip en/of het voorspellen van de effecten van berijding. Dit proefschrift. 3. Voor het bepalen van hetoptimal e bewerkingsfijdstip is het te verwachten effect van berijding op de fysieke bodemgesteldheid het belangrijkste criterium. Dit proefschrift. 4. Bij het onderzoek van het verdichtingsproces van landbouwgrond door berijding bevindt de kennis van de bodemvervorming zich nog in een begin stadium. Dit proefschrift. 5. Bijverdichtin g van gestructureerde gronden als gevolg van berijding is het verband tussen het poriënvolume en de fysieke bodemgesteldheid niet eenduidig. Dit proefschrift. 6. Dit onderzoek heeft (opnieuw) aangetoond dat onze banden met Moeder Aarde niet van dien aard zijn dat wij ongelimiteerd druk op haar kunnen uitoefenen. H.J. van Dijk. 7. De tijd- en plaatsafhankelijke variabiliteit van de fysieke gesteldheid van de bouwvoor op perceelsniveau wordt vooral bepaald doord eeffecte n van berijding. 8. Een auto werkt op zijn bestuurder als een morele kooi van Faraday. 9. Het denkbeeldige weerstandspunt van een ploeg met lange risters ligt dichter bij het geploegde dan in het algemeen wordt aangenomen. 10. Het feit dat jagers en vissers niet op gelijke voet bejegend worden komt vooral door het verschil in sociale status tussen beide groepen. 11. Begripsvernauwing omvat al datgene dat te maken heeft met geestverarming na kennisverrijking. Aan begripsvemauwing ontsnappen alleen onderzoekers met hobby's. W. Karsijns. 12. De natuurlijke vruchtbaarheid, de geringe onkruiddruk en de goede vochthuishouding van de Nederlandse zavel- en kleigronden vormen een belangrijke basis voor duurzame landbouwsystemen. Stellingen behorende bij het proefschrift "Prediction of the immediate effect of traffic on field soil qualities" van P. Lerink. Wageningen, 29 juni 1994. voor Margriet Abstract Lerink, P. (1994) Prediction of the immediate effect of traffic on field soil qualities. Ph.D. thesis, Department of Soil Tillage, Wageningen Agricultural University, The Netherlands, pp. 127, 22 figs, 16 tables, 129 refs, Dutch summary. Field traffic by heavy machinery and transport vehicles is an integral part of modern arable crop production systems. The greater part of the field area is trafficked once or several times per year during the successive field operations. The traffic induced effect on the soil physical condition isofte n considered detrimental andmus t beminimize d within the margins of practical and economical feasibility. The object ofthi s study is to establish a strategy for prediction of the effects of traffic to be used on a farm scale. The prediction method is based on a drastic limitation of the domain of prediction: a single field, two traffic systems, andtw o types offiel d operations. The effect ofcompactio n byfiel d traffic is expressed by so called soil qualities, i.e. soil physical properties which contain relevant information for the soil user. The soil condition atth e time a certain field operation is performed is described by a single soil characteristic only: the gravimetric water content. Field traffic is characterized by the type of field operation and the type of traffic system. These characteristics are further described in terms of the tyre inflation pressure, the wheelload and the number of wheelings. The prediction functions, relating soil and traffic characteristics to the expected effect on soil qualities are established by means of a comparative method, and based on laboratory measurements onfiel d compacted soil. The prediction functions are presented by means of extended M-P-V diagrams. In the discussion of the experimental results, the significance of supplementary laboratory compaction methods are mentioned. Moreover, the extension ofth e prediction functions to situations beyond the domain considered in this study is briefly explored. Additional keywords: soil compaction, field soil characteristics, traffic characteristics, prediction, physical soil properties. Copyright P. Lerink, 1994. No part of this book (with the exception of the abstract on this page, and the appendices) may be reproduced or published in any form and by any means without permission from the author or the Department of Soil Tillage of the Wageningen Agricultural University. CONTENTS INTRODUCTION 11 SYNOPSIS 13 INTRODUCTION TO THE SYSTEMATICS OF FIELD TRAFFIC AND THE FIELD SOIL CONDITION 14 SYSTEMATICS OF FIELD TRAFFIC 16 4.1 Preliminary remarks 16 4.2 The occurrence of field traffic 17 4.3 Spatial aspects of field traffic 19 4.4 Time aspects of field traffic 21 4.5 Factors determining the compaction capability of field traffic 25 4.5.1 Preliminary remarks 25 4.5.2 Traffic characteristics 27 4.5.3 Traffic characteristics of a given set of farm machinery 32 4.6 Closing remarks on systematics of field traffic 35 SYSTEMATICS OF THE FIELD SOIL CONDITION 37 5.1 Preliminary remarks 37 5.2 Strength related soil properties 38 5.5.1 Macro-factors 38 5.5.2 Micro-factors 39 5.3 Mechanical processes 40 5.3.1 Compaction processes 41 5.3.2 Stress factors determining the compactibility in strength hardening processes 42 5.3.3 Soil factors determining the compactibility in strength hardening processes 44 5.3.4 Stress factors determining the flowability 48 5.3.5 Soil characteristics determining the flowability 48 5.3.6 The effect of compaction on soil physical properties 49 5.3.7 Closing remarks on compaction 52 5.3.8 Loosening processes 53 5.4 Natural soil processes 54 5.4.1 Preliminary remarks 54 5.4.2 The effect of some important natural soil processes on the soil strength 54 5.5 Soil characteristics of a given field 61 THE METHOD OF PREDICTION 65 6.1 Preliminary remarks 65 6.2 Methods of prediction 65 6.3 Closing remarks on existing prediction methods 68 6.4 Prediction based on empirical methods 69 6.4.1 The prediction function 69 6.4.2 Where to predict from (X;) 71 6.4.3 What to predict (Y) 73 PREDICTION FUNCTIONS BASED ON OBSERVATIONS ON TRAFFIC COMPACTED SOIL 75 7.1 Preliminary remarks 75 7.2 Experimental lay-out of the HGP/LGP research project 75 7.3 Experimental methods 79 7.3.1 Choice of field operations and sampling locations 79 7.3.2 Field sampling procedure 81 7.3.3 Laboratory preparation and measurements methods 83 7.3.4 Calculation and data processing 85 7.4 Results 88 7.4.1 Presentation 88 7.4.2 Estimation of the prediction function (F) 93 7.5 Analysis 93 7.5.1 The effect of the water content at compaction 94 7.5.2 The effect of the type of traffic system 98 7.5.3 The effect of the type of field operation 98 7.6 Analysis of factors causing disturbance 99 7.6.1 The reliability of the prediction curves 99 7.6.2 The effectiveness of the prediction curves 103 7.6.3 Variance of the compactibility 106 8 LABORATORY SIMULATION OF THE EFFECTS OF COMPACTION BY FIELD TRAFFIC 109 9 THE EXTENSIBILITY OF THE PREDICTION METHOD 111 10 CONCLUSION 112 11 SAMENVATTING (Dutch) 114 REFERENCES 118 CURRICULUM VITAE 127 APPENDICES I. Summation of shear deformation in stream tubes in soil under a moving tyre. by: F.G.J Tijink, P. Lerink and A.J. Kooien 131 II. Controlled distortion of soil samples with reference to soil physical effects. by: J.B. Dawidowski, P. Lerink and A.J. Kooien 154 III. Laboratory simulation of the effects of traffic during seedbed preparation on soil physical properties using a quick uni-axial compression test. by: J.B. Dawidowski and P. Lerink 170 IV. Prediction of the immediate effects of traffic on field soil qualities. by: P. Lerink 185 V. The kneading distortion apparatus. by: P. Lerink 199 VI. Prediction of aspects of soil-wheel systems. by: A.J. Kooien, P. Lerink, D.A.G. Kurstjens, J.J.H. van den Akker and W.B.M. Arts 206 INTRODUCTION The soil physical condition is only one of many factors determining the quality of agricultural field soils for crop production purposes. The physical condition of a field soil is not a constant, but changes continuously owing to man-induced and natural processes. In modern countries, the field activities by man are fully mechanized. In the Netherlands, scientific research on various aspects of soil- machine systems was started in 1959 by Emeritus Professor H.
Recommended publications
  • An Introduction to Quantum Field Theory
    AN INTRODUCTION TO QUANTUM FIELD THEORY By Dr M Dasgupta University of Manchester Lecture presented at the School for Experimental High Energy Physics Students Somerville College, Oxford, September 2009 - 1 - - 2 - Contents 0 Prologue....................................................................................................... 5 1 Introduction ................................................................................................ 6 1.1 Lagrangian formalism in classical mechanics......................................... 6 1.2 Quantum mechanics................................................................................... 8 1.3 The Schrödinger picture........................................................................... 10 1.4 The Heisenberg picture............................................................................ 11 1.5 The quantum mechanical harmonic oscillator ..................................... 12 Problems .............................................................................................................. 13 2 Classical Field Theory............................................................................. 14 2.1 From N-point mechanics to field theory ............................................... 14 2.2 Relativistic field theory ............................................................................ 15 2.3 Action for a scalar field ............................................................................ 15 2.4 Plane wave solution to the Klein-Gordon equation ...........................
    [Show full text]
  • Chapter 3 Beam Dynamics II - Longitudinal
    Chapter 3 Beam Dynamics II - Longitudinal Sequences of Gaps Transit Time Factor Phase Stability Chapter 3 Longitudinal Beam Dynamics 1 The Faraday Cage Protons are confined in a conducting box, at low energy. Assume they can bounce off the walls with no energy loss. Move the switch from position A to B. The potential on the box rises from 0 to 1 MV. What is the proton energy now? Chapter 3 Longitudinal Beam Dynamics 2 The Linac Drift Tube A linear accelerator (linac) is comprised of a succession of drift tubes. These drift tubes have holes in their ends so the particles can enter and exit, and when particles are inside the drift tube, a Faraday Cage, the potential of the drift tube may vary without changing the energy of the particle. Acceleration takes place when a charged particle is subjected to a field. The field inside the Faraday cage is not affected by the potential outside. (Aside from fields generated by the protons themselves, the field inside the Faraday cage is zero.) The drift tubes are arranged in a sequence with a passage through their middle for the particles to pass. The field in the gap between the drift tubes accelerates the particles. Chapter 3 Longitudinal Beam Dynamics 3 Some Actual Linac Configurations We will look at: Sloan-Lawrence Structure (Ising, Wideroe) Alvarez Structure RFQ Structure Coupled-Cavity Structure Chapter 3 Longitudinal Beam Dynamics 4 Some Kinematics For simplicity, we will assume the particles are non-relativistic. The normalized velocity is 2T = m c2 T is the kinetic energy of the particle, mc2 is the rest mass, 938 MeV for protons.
    [Show full text]
  • Agricultural Soil Compaction: Causes and Management
    October 2010 Agdex 510-1 Agricultural Soil Compaction: Causes and Management oil compaction can be a serious and unnecessary soil aggregates, which has a negative affect on soil S form of soil degradation that can result in increased aggregate structure. soil erosion and decreased crop production. Soil compaction can have a number of negative effects on Compaction of soil is the compression of soil particles into soil quality and crop production including the following: a smaller volume, which reduces the size of pore space available for air and water. Most soils are composed of • causes soil pore spaces to become smaller about 50 per cent solids (sand, silt, clay and organic • reduces water infiltration rate into soil matter) and about 50 per cent pore spaces. • decreases the rate that water will penetrate into the soil root zone and subsoil • increases the potential for surface Compaction concerns water ponding, water runoff, surface soil waterlogging and soil erosion Soil compaction can impair water Soil compaction infiltration into soil, crop emergence, • reduces the ability of a soil to hold root penetration and crop nutrient and can be a serious water and air, which are necessary for water uptake, all of which result in form of soil plant root growth and function depressed crop yield. • reduces crop emergence as a result of soil crusting Human-induced compaction of degradation. • impedes root growth and limits the agricultural soil can be the result of using volume of soil explored by roots tillage equipment during soil cultivation or result from the heavy weight of field equipment. • limits soil exploration by roots and Compacted soils can also be the result of natural soil- decreases the ability of crops to take up nutrients and forming processes.
    [Show full text]
  • Case Study on Slope Stability Changes Caused by Earthquakes—Focusing on Gyeongju 5.8 ML EQ
    sustainability Article Case Study on Slope Stability Changes Caused by Earthquakes—Focusing on Gyeongju 5.8 ML EQ Sangki Park , Wooseok Kim *, Jonghyun Lee and Yong Baek Korea Institute of Civil Engineering and Building Technology, 283, Goyang-daero, Ilsanseo-gu, Goyang-si 10223, Gyeonggi-do, Korea; [email protected] (S.P.); [email protected] (J.L.); [email protected] (Y.B.) * Correspondence: [email protected]; Tel.: +82-31-910-0519 Received: 16 July 2018; Accepted: 16 September 2018; Published: 27 September 2018 Abstract: Slope failure is a natural hazard occurring around the world and can lead to severe damage of properties and loss of lives. Even in stabilized slopes, changes in external loads, such as those from earthquakes, may cause slope failure and collapse, generating social impacts and, eventually causing loss of lives. In this research, the slope stability changes caused by the Gyeongju earthquake, which occurred on 12 September 2016, are numerically analyzed in a slope located in the Gyeongju area, South Korea. Slope property data, collected through an on-site survey, was used in the analysis. Additionally, slope stability changes with and without the earthquake were analyzed and compared. The analysis was performed within a peak ground acceleration (PGA) range of 0.0 (g)–2.0 (g) to identify the correlation between the slope safety factor and peak ground acceleration. The correlation between the slope safety factor and peak ground acceleration could be used as a reference for performing on-site slope stability evaluations. It also provides a reference for design and earthquake stability improvements in the slopes of road and tunnel construction projects, thus supporting the attainment of slope stability in South Korea.
    [Show full text]
  • Slope Stabilization and Repair Solutions for Local Government Engineers
    Slope Stabilization and Repair Solutions for Local Government Engineers David Saftner, Principal Investigator Department of Civil Engineering University of Minnesota Duluth June 2017 Research Project Final Report 2017-17 • mndot.gov/research To request this document in an alternative format, such as braille or large print, call 651-366-4718 or 1- 800-657-3774 (Greater Minnesota) or email your request to [email protected]. Please request at least one week in advance. Technical Report Documentation Page 1. Report No. 2. 3. Recipients Accession No. MN/RC 2017-17 4. Title and Subtitle 5. Report Date Slope Stabilization and Repair Solutions for Local Government June 2017 Engineers 6. 7. Author(s) 8. Performing Organization Report No. David Saftner, Carlos Carranza-Torres, and Mitchell Nelson 9. Performing Organization Name and Address 10. Project/Task/Work Unit No. Department of Civil Engineering CTS #2016011 University of Minnesota Duluth 11. Contract (C) or Grant (G) No. 1405 University Dr. (c) 99008 (wo) 190 Duluth, MN 55812 12. Sponsoring Organization Name and Address 13. Type of Report and Period Covered Minnesota Local Road Research Board Final Report Minnesota Department of Transportation Research Services & Library 14. Sponsoring Agency Code 395 John Ireland Boulevard, MS 330 St. Paul, Minnesota 55155-1899 15. Supplementary Notes http:// mndot.gov/research/reports/2017/201717.pdf 16. Abstract (Limit: 250 words) The purpose of this project is to create a user-friendly guide focusing on locally maintained slopes requiring reoccurring maintenance in Minnesota. This study addresses the need to provide a consistent, logical approach to slope stabilization that is founded in geotechnical research and experience and applies to common slope failures.
    [Show full text]
  • Using Geosynthetics to Improve Road Performance
    2011-20TS Published December 2011 Using Geosynthetics to Improve Road Performance What Was the Need? To increase performance, roads are sometimes reinforced The use of geogrids in road with geosynthetic polymer materials, including geogrids foundations clearly benefits and geotextiles. Geogrids consist of polymers formed into TECHNICAL relatively rigid, gridlike configurations. They are com- pavement performance, monly placed between the subgrade and base or base potentially leading to longer SUMMARY and subbase layers of roads to add strength and stiffness and to slow deterioration. Geotextiles are polymer fabrics service lives for roads and Technical Liaison: that may also provide some reinforcement, but are used Lou Tasa, MnDOT reduced maintenance costs. primarily to: [email protected] • Facilitate filtration and water drainage through road foundation soils without the loss Administrative Liaison: of soil particles. Dan Warzala, MnDOT [email protected] • Provide separation between dissimilar base materials, improving their integrity and functioning. Principal Investigator: • Provide a stable construction platform over soft or wet soils, facilitating the movement Tim Clyne, MnDOT of equipment and the process of soil compaction. [email protected] Of several kinds of geotextiles, Type V is the most commonly used in Minnesota, primarily as a separator. Despite the relatively widespread use of geosynthetics in LRRB PROJECT COST: reconstructing paved county roads and state trunk highways as well as in constructing $30,000 new roads, their performance has not been well documented in Minnesota. Research was needed to obtain field data that would indicate whether geosynthetics extend the service lives of roads and reduce the need for maintenance.
    [Show full text]
  • Soil Compaction / Pore Space
    Soil Compaction / Pore Space Bulk density is defined as the ratio of oven dried soil to its bulk volume, which indicates the volume of particles and the pore space between particles. By Clarence Chavez Aggregate Stability and Infiltration Demonstration Poor GdGood Water Quality Soil Soil Health Health Poor Good Nutritional Soil Soil Value Health Health CO2 Poor Good Crop Yields SilSoil Soil and Quality Health Animal Health Health and production Non-compacted VS Compacted Soil Types Water Mineral Mineral Air OM Note: IWM 3 soil data interpretation table for IWM planning can be used also. Bulk Density Field Testing Bulk Density Ideal Bulk Bulk Densities that (Soil Type Densities restrict Table 4. pg. 57) (g/cm3) root growth sands, < 1.6 > 1.80 loamy sands sandy loams, < 1.4 > 1.80 loams S. C. loams, loams, clay loams < 1.4 > 1.75 silts, < 1.3 > 1.75 silt loams silt loams, silty clay loams < 1.4 > 1.65 S. clays, silty clays, some clay loams < 1.10 > 1.58 (35-45% clay) clays (> 45% clay) < 1.10 > 1.47 Soil Penetrometer: Use and Cost The ideal resistance of your top soil should be less than 200 psi. I f you take a reading of more than 200 psi in the field at Field Capacity then you may start to have the making of a hardpan or compacted soil. Cornell Soil Health Assessment Training Manual 2nd Edition (2009) $150 to $300 ea. Soil Penetrometer: PSI Table 10 to 300 PSI 300 to 400 PSI > 400 PSI Moisture Content shldhould be at fifildeld capacity.
    [Show full text]
  • Downloaded from the Online Library of the International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE)
    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. Session 3/9 The Compaction of Soil for Earthworks and the Performance of Plant Le compactage des sols pour les travaux de terrassement, le comportement et l’efficacité du matériel by W. A. Lewis, B.Sc., A.M.I.C.E., Road Research Laboratory, Harmondsworth, Middlesex, England Summary Sommaire This paper discusses the results of recent research work on soil Cet exposé passe en revue les résultats des recherches sur le com­ compaction carried out at the Road Research Laboratory. The pactage des sols effectuées récemment au Laboratoire de Recherches work has comprised broadly:— Routières en Angleterre (Road Research Laboratory). L’étude a compris en général: (1) Consideration of the factors affecting the selection of the mois­ ture content at which to compact soil in earthworks. 1° Le choix de la teneur en eau à laquelle le sol doit être com­ (2) Investigation of the state of compaction required in road pacté lors de l’exécution de terrassements. embankments. (3) Study of the performance of plant used for compacting soils. 2° Le contrôle du compactage dans l’exécution de remblais. An account is given of investigations of the performance of the 3° L’observation et la critique des résultats obtenus avec le ma­ types of compaction plant usually employed in the British Isles, and tériel utilisé dans le compactage des sols.
    [Show full text]
  • Ohio State Soil Balancing Project Summary
    OHIO AGRICULTURAL RESEARCH AND DEVELOPMENT CENTER Ohio State Soil Balancing Project Summary Caroline Brock, Cassandra Brown, Steve Culman, Doug Doohan, Cathy Herms, Doug Jackson-Smith, Matt Kleinhenz, Subbu Kumarappan, The Ohio State University Soil Balancing Team What is Soil Balancing? Soil balancing is a soil management strategy founded on base cation saturation ratio (BCSR) theory. BCSR theory prescribes the use of soil amendments, commonly gypsum and high-calcium lime, to achieve an ideal ratio of the base 55% cations calcium, magnesium, and potassium (Ca, Mg, K). The Practiced soil commonly preferred ratio is 65% Ca, 10% Mg, and 5% K. balancing 45% Why the Interest? more likely to... Did not * use gypsum or The sparse academic research on soil balancing has been practice soil unable to support its effectiveness. Despite this fact, our hi-cal lime * rate maintaining conversations with farmers in recent years suggested that balancing BCSR ratios as soil balancing was being widely used. In our 2018 survey important or very of organic corn farmers in Ohio, Pennsylvania, Indiana, and important to farm Michigan, we found that about half of the 859 respondents management. reported using soil balancing on their farms. (See Figure 1). Survey respondents who used soil balancing reported many improvements which they attributed to soil balancing. More than 70% reported improvements in soil quality, nutrient Figure 1. Percent of Organic Corn Grower Survey availability, crop quality and yield, soil biological activity, and Respondents Who Reported Using Soil Balancing. A little over half of our survey respondents reported using infiltration/drainage. A smaller number (40-50%) reported less soil balancing on their farms.
    [Show full text]
  • Variation of the Magnetic Field of the Ap Star HD 50169 Over Its 29-Year
    A&A 624, A32 (2019) Astronomy https://doi.org/10.1051/0004-6361/201834706 & c ESO 2019 Astrophysics Variation of the magnetic field of the Ap star HD 50169 over its 29-year rotation period? G. Mathys1, I. I. Romanyuk2,3, S. Hubrig4, D. O. Kudryavtsev2, J. D. Landstreet5,6, M. Schöller7, E. A. Semenko2, and I. A. Yakunin2 1 European Southern Observatory, Alonso de Cordova 3107, Vitacura, Santiago, Chile e-mail: [email protected] 2 Special Astrophysical Observatory, Russian Academy of Sciences, Nizhnii Arkhyz 369167, Russia 3 Institute of Astronomy of the Russian Academy of Sciences, 48 Pyatnitskaya St, 119017 Moscow, Russia 4 Leibniz-Institut für Astrophysik Potsdam (AIP), An der Sternwarte 16, 14482 Potsdam, Germany 5 Department of Physics & Astronomy, University of Western Ontario, 1151 Richmond Street, London, Ontario N6A 3K7, Canada 6 Armagh Observatory, College Hill, Armagh BT61 9DG, UK 7 European Southern Observatory, Karl-Schwarzschild-Str. 2, 85748 Garching bei München, Germany Received 22 November 2018 / Accepted 14 February 2019 ABSTRACT Context. The Ap stars that rotate extremely slowly, with periods of decades to centuries, represent one of the keys to the understanding of the processes leading to the differentiation of stellar rotation. Aims. We characterise the variations of the magnetic field of the Ap star HD 50169 and derive constraints about its structure. Methods. We combined published measurements of the mean longitudinal field hBzi of HD 50169 with new determinations of this field moment from circular spectropolarimetry obtained at the 6m telescope BTA of the Special Astrophysical Observatory of the Russian Academy of Sciences. For the mean magnetic field modulus hBi, literature data were complemented by the analysis of ESO spectra, both newly acquired and from the archive.
    [Show full text]
  • Field Study of Soil Compaction DELON HAMPTON, Senior Research Engineer, and E
    Field Study of Soil Compaction DELON HAMPTON, Senior Research Engineer, and E. T. SELIG, Manager, Soil Mechanics, IIT Research Institute, Chicago Full-scale field tests dealing with soil compaction for highway construction were undertaken to determine the following: (a) the desired characteristics of compacted soil, (b) how best to measure and specify the proper compaction, and (c) the effectiveness of various methods of achieving compaction. The test variables included were type of soil or base course material, moisture con­ tent, lift thickness, type of compactor, compactive effort, and number of roller coverages. Measurements of the soil properties were made using a cone penetrometer, 6- in. bearing plate, CBR apparatus, seismograph, portable nuclear moisture/ density instrument, nuclear Road Log­ ger and sand cone, together with conventional moisture content procedures. The experiments were divided into 6 sets, 3 for subgradc s oils and 3 for base cour s e ma­ terials, each incorporating some of the independent var­ iables for different purposes. Statistical techniques were used for planning the experiments and analyzing the data. This paper describes the scope of the field tests, the plans and procedures and the type of information being obtained. •IN 1964, the U. S. Bureau of Public Roads in conjunction with 14 states and Puerto Rico undertook sponsorship of a comprehensive study of soil compaction. The re­ search comprised three parts. North Carolina State of the University of North Carolina at Raleigh was to evaluate the state of the art of compaction of s oil and r ock materials for highway purposes. The Ohio State University was to study fundamental properties of soils in the labor ator y, on a r heological basis, to deter mine whal lhe basic pr op­ erties of soils in relation to soil compaction are.
    [Show full text]
  • World Health Organization, Extremely Low Frequency Fields, 2007
    This report contains the collective views of an international group of experts and does not necessarily represent the decisions or the stated policy of the International Commission of Non- Ionizing Radiation Protection, the International Labour Organization, or the World Health Organization. Environmental Health Criteria 238 EXTREMELY LOW FREQUENCY FIELDS Published under the joint sponsorship of the International Labour Organization, the International Commission on Non-Ionizing Radiation Protection, and the World Health Organization. WHO Library Cataloguing-in-Publication Data Extremely low frequency fields. (Environmental health criteria ; 238) 1.Electromagnetic fields. 2.Radiation effects. 3.Risk assessment. 4.Envi- ronmental exposure. I.World Health Organization. II.Inter-Organization Programme for the Sound Management of Chemicals. III.Series. ISBN 978 92 4 157238 5 (NLM classification: QT 34) ISSN 0250-863X © World Health Organization 2007 All rights reserved. Publications of the World Health Organization can be obtained from WHO Press, World Health Organization, 20 Avenue Appia, 1211 Geneva 27, Switzerland (tel.: +41 22 791 3264; fax: +41 22 791 4857; e- mail: [email protected]). Requests for permission to reproduce or translate WHO publications – whether for sale or for noncommercial distribution – should be addressed to WHO Press, at the above address (fax: +41 22 791 4806; e-mail: [email protected]). The designations employed and the presentation of the material in this publication do not imply the expression of any opinion whatsoever on the part of the World Health Organization concerning the legal status of any country, territory, city or area or of its authorities, or concerning the delimitation of its frontiers or boundaries.
    [Show full text]