Chapter 3 Rock Properties
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Pressure Drop and Forced Convective Heat Transfer in Porous Media
Pressure Drop and Forced Convective Heat Transfer in Porous Media Ahmed Faraj Abuserwal Supervisor: Dr Robert Woolley Co-Supervisor: Professor Shuisheng He Dissertation Submitted to the Department of Mechanical Engineering, University of Sheffield in partial fulfilment of the requirements for the Degree of Doctor of Philosophy May 2017 Acknowledgments First and foremost, I would like to express my gratitude to my supervisor and tutor, Dr Robert Woolley, for his expert guidance which has been invaluable. The continual encouragement I have received from him has allowed me to persevere even when difficulties arose. His excellent comments and suggestions have improved my research capabilities and supported my efforts to publish a number of papers, including this dissertation. I owe a similar debt of gratitude to a lab technician, Mr Malcolm Nettleship, for his continuous support in the lab. His willingness to share his time, experience and knowledge for the construction the test rigs has been a tremendous help. Without this support, I frankly could not have achieved the aims and objectives of this thesis. In addition, acknowledgment and gratitude for Dr Russell Goodall is due for his enormous level of support and encouragement in giving me permission to use equipment and the required materials to produce the metal sponges. During various meetings, his comments and suggestions were invaluable to the success of my work and publications. Furthermore, I would like to offer thanks to Dr. Farzad Barari and Dr. Erardo Elizondo Luna for their support and help, and a special thank you to Mr. Wameedh Al-Tameemi, who supported me by sharing his instruments. -
Soil Classification the Geotechnical Engineer Predicts the Behavior Of
CE 340, Fall 2015 Soil Classification 1 / 7 The geotechnical engineer predicts the behavior of soils for his or her clients (structural engineers, architects, contractors, etc). A first step is to classify the soil. Soil is typically classified according to its distribution of grain sizes, its plasticity, and its relative density or stiffness. Classification by Distribution of Grain Sizes. While an experienced geotechnical engineer can visually examine a soil sample and estimate its grain size distribution, a more accurate determination can be made by performing a sieve analysis. Sieve Analyis. In a sieve analysis, the dried soil sample is placed in the top of a stacked set of sieves. The sieve with the largest opening is placed on top, and sieves with successively smaller openings are placed below. The sieve number indicates the number of openings per linear inch (e.g. a #4 sieve has 4 openings per linear inch). The results of a sieve analysis can be used to help classify a soil. Soils can be divided into two broad classes: coarse‐grained soils and fine‐grained soils. Coarse‐grained soils have particles with a diameter larger than 0.075 mm (the mesh size of a #200 sieve). Fine‐grained soils have particles smaller than 0.075 mm. The four basic grain sizes are indicated in Figure 1 below: Gravel, Sand, Silt and Clay. Sieve Opening, mm Opening, in Soil Type Cobbles 76.2 mm 3 in Gravel #4 4.75 mm ~0.2 in [# 10 for AASHTO) (2.0 mm) (~0.08 in) Coarse Sand #10 2.0 mm ~0.08 in Grained Medium Sand #40 0.425 mm ~0.017 in Coarse Fine Sand #200 0.075 mm ~0.003 in Silt 0.002 mm to Grained 0.005 mm Fine Clay Figure 1. -
Direct Shear Tests Used in Soil-Geomembrane Interface Friction Studies
DIRECT SHEAR TESTS USED IN SOIL-GEOMEMBRANE INTERFACE FRICTION STUDIES August 1994 U.S. DEPARTMENT OF THE INTERIOR Bureau of Reclamation Denver Off ice Research and Laboratory Services Division Materials Engineering Branch 7-2090 (4-81) Bureau of Reclamat~on ..........................................................................................TECHNICAL REPORT STANDARD TITLE PAGE I I. REPORT NO. ................................................................................................. ................................................................................................. I 4. TITLE AND SUBTITLE 1 5. REPORT DATE August 1994 Direct Shear Tests Used in 6. PERFORMING ORGANIZATION CODE Soil-Geomembrane Interface Friction Studies 7. AUTHOR(S) 8. PERFORMING ORGANIZATION Richard A. Young REPORT NO. R-94-09 9. PERFORMING ORGANIZATION NAME AND ADDRESS lo. WORK UNIT NO. Bureau of Reclamation Denver Office Denver CO 80225 12. SPONSORING AGENCY NAME AND ADDRESS Same 1 14. SPONSORING AGENCY CODE DIBR 15. SUPPLEMENTARY NOTES Microfiche and hard copy available at the Denver Office, Denver, Colorado 16. ABSTRACT The Bureau of Reclamation Canal Lining Systems Program funded a series of direct shear tests on interfaces between a typical cover soil and different geomembrane liner materials. The purposes of the testing program were to determine the shear strength parameters at the soil-geomembrane interface and to examine the precision of the direct shear test. This report presents the results of the testing program. 17. KEY WORDS AND DOCUMENT ANALYSIS a. DESCRIPTORS-- water conservation1 geosyntheticsl canal lining/ b. IDENTIFIERS- c. COSA TI Field/Group CO WRR: SRIM: 18. DISTRIBUTION STATEMENT 19. SECURITY CLASS 21. NO. OF PAGES (THIS REPORT) 59 Available from the National Technical Information Service, Operations Division UNCLASSIFIED 20. SECURITY CLASS 22. PRICE 5285 Port Royal Road, Springfield, Virginia 22161 (THIS PAGn UNCLASSIFIED DIRECT SHEAR TESTS USED IN SOIL-GEOMEMBRANE INTERFACE FRICTION STUDIES by Richard A. -
Field Sand Sieve Analysis Instructions
Field Sand Sieve Analysis Preparation To be able carry out a sieve analysis, the following materials are needed: • 3-cycle logarithm paper – an example is annexed to this document; • Set of sieves for sand analysis. A plastic set is available from www.geosupplies.co.uk . This set does not have larger mesh sizes, but is useful for field trips due to their weight; • Electronic scales with the ability to weigh 200 grams accurately to within 0.1 gram; • At least 200 grams of very dry sand. Instructions 1. Stack the sieves with the coarsest at the top and the finest at the bottom. 2. Place a small container on the scales that will receive the sand (e.g. cut off the bottom of a plastic water bottle), and then zero the scales. 3. Mix the sand and then measure out approximately 200 grams into the top sieve. 4. Put the lid on and shake the sieve column. Theoretically you should shake for 10 minutes, but several minutes should suffice. 5. Weigh the sand retained by each sieve to the nearest 0.1 gram. This is done in a cumulative way – this means that you add what is remaining on the coarsest sieve on top to the container on the scales, and measure the weight. Following this, you add the material from the second sieve down, and again note the combined weight of both samples. Continue in this way for the whole set. When finished, check that the final weight corresponds to the initial weight of the sample. 6. Clean each sieve as it is emptied and return the sand to the stock. -
Rapid Shear Strength Evaluation of in Situ Granular Materials
134 TRANSPORTATION RESEARCH RECORD 1227 Rapid Shear Strength Evaluation of In Situ Granular Materials MICHAEL E. AYERS, MARSHALL R. THOMPSON, AND DONALD R. UzARSKI Dynamic Cone Penetrometer (DCP) and rapid-loading (1.5 in./ The DCP does not have these limitations. It can be used sec) triaxial shear strength tests were conducted on six granular for a wide range of particle sizes and material strengths and materials compacted at three density levels. The granular mate can characterize strength with depth. rials were sand, dense-graded sandy gravel, AREA No. 4 crushed The DCP, as used in this study, consists of a 17 .6-lb sliding dolomitic ballast, and material No. 3 with 7 .5, 15, and 22.5 percent weight, a fixed-travel (22.6 in.) weight shaft, a calibrated F A-20 material. (F A-20 is a nonplastic crushed-dolomitic fines stainless steel penetration shaft, and replaceable drive cone material-96 percent minus No. 4 sieve : 2 percent minus No. 200 sieve.) DCP and triaxial shear strength data (including stress tips (Figure 1). Test results are expressed in terms of the strain plots) are presented and analyzed. The major factors affect penetration rate (PR), which is defined as the vertical move- ing DCP and shear strength are considered. DCP-shear strength correlations are established and algorithms for estimating in situ shear strength from DCP data are presented. To the authors' knowledge, this is the first study in which the shear strength of Handle granular materials has been related to DCP test data. Such rela tions have significant potential applications in evaluating existing Hammer (8 kg) ( 17.6 lb) transportation support systems (railroad track structures, airfield and highway pavements, and similar types of horizontal construc tion) in a rapid manner. -
Improving Blood Vessel Tortuosity Measurements Via Highly Sampled Numerical Integration of the Frenet-Serret Equations Alexander Brummer, David Hunt, Van Savage
1 Improving blood vessel tortuosity measurements via highly sampled numerical integration of the Frenet-Serret equations Alexander Brummer, David Hunt, Van Savage Abstract—Measures of vascular tortuosity—how curved and vessels can be linked to local pressures and stresses that act twisted a vessel is—are associated with a variety of vascular on vessels, connecting physical mechanisms to morphological diseases. Consequently, measurements of vessel tortuosity that features [17–19]. are accurate and comparable across modality, resolution, and size are greatly needed. Yet in practice, precise and consistent measurements are problematic—mismeasurements, inability to calculate, or contradictory and inconsistent measurements occur within and across studies. Here, we present a new method As part of the measurement process, researchers have used of measuring vessel tortuosity that ensures improved accuracy. sampling rates—the number of points constituting a ves- Our method relies on numerical integration of the Frenet- sel—nearly equal to the voxel dimensions, or resolution limits, Serret equations. By reconstructing the three-dimensional vessel for their images. This practice has proven sufficient for binary coordinates from tortuosity measurements, we explain how to differentiation between diseased and healthy vessels as long identify and use a minimally-sufficient sampling rate based on vessel radius while avoiding errors associated with oversampling as there is no significant variation in modality, resolution, and and overfitting. Our work identifies a key failing in current vessel size [6, 8, 20]. However, we show that measurements practices of filtering asymptotic measurements and highlights made at voxel-level sampling rates generally underestimate inconsistencies and redundancies between existing tortuosity common tortuosity metrics and obscure existing equivalen- metrics. -
Quantification and Classification of Retinal Vessel Tortuosity
R ESEARCH ARTICLE ScienceAsia 39 (2013): 265–277 doi: 10.2306/scienceasia1513-1874.2013.39.265 Quantification and classification of retinal vessel tortuosity Rashmi Turior∗, Danu Onkaew, Bunyarit Uyyanonvara, Pornthep Chutinantvarodom Sirindhorn International Institute of Technology, Thammasat University, 131 Moo 5, Tiwanont Road, Bangkadi, Muang, Pathumthani 12000 Thailand ∗Corresponding author, e-mail: [email protected] Received 18 Jul 2012 Accepted 25 Mar 2013 ABSTRACT: The clinical recognition of abnormal retinal tortuosity enables the diagnosis of many diseases. Tortuosity is often interpreted as points of high curvature of the blood vessel along certain segments. Quantitative measures proposed so far depend on or are functions of the curvature of the vessel axis. In this paper, we propose a parallel algorithm to quantify retinal vessel tortuosity using a robust metric based on the curvature calculated from an improved chain code algorithm. We suggest that the tortuosity evaluation depends not only on the accuracy of curvature determination, but primarily on the precise determination of the region of support. The region of support, and hence the corresponding scale, was optimally selected from a quantitative experiment where it was varied from a vessel contour of two to ten pixels, before computing the curvature for each proposed metric. Scale factor optimization was based on the classification accuracy of the classifiers used, which was calculated by comparing the estimated results with ground truths from expert ophthalmologists for the integrated proposed index. We demonstrate the authenticity of the proposed metric as an indicator of changes in morphology using both simulated curves and actual vessels. The performance of each classifier is evaluated based on sensitivity, specificity, accuracy, positive predictive value, negative predictive value, and positive likelihood ratio. -
Vapor-Chamber Fin Studies
NASA CONTRACTOR REPORT VAPOR-CHAMBER FIN STUDIES TRANSPORT PROPERTIES AND BOILING CHARACTERISTICS OF WICKS by H. R. Kmz, L. S. Lmgston, B. H. Hilton, S. S. Hyde, and G. H. Nashick , / I ” I.1 Prepared by i . I : !. ‘r-./ PRATT & WHITNEY AIRCRAFT ’ i West Hartford, Corm. _ ., ,.ii’,,.,: ‘; for Lewis Research Center NATIONAL AERONAUTICSAND SPACEADMINISTRATION . WASHINGTON, D. C. l JUNE 1967 TECH LIBRARY KAFB, NM NASA CR-812 VAPOR-CHAMBER FIN STUDIES TRANSPORT PROPERTIES AND BOILING CHARACTERISTICS OF WICKS By H. R. Kunz, L. S. Langston, B. H. Hilton, S. S. Wyde, and G. H. Nashick Distribution of this report is provided in the interest of information exchange. Responsibility for the contents resides in the author or organization that prepared it. Prepared under Contract No. NAS 3-7622 by PRATT & WHITNEY AIRCRAFT Division of United Aircraft Corporation West Hartford, Conn. for Lewis Research Center NATIONAL AERONAUTICS AND SPACE ADMINISTRATION For sale by the Clearinghouse for Federal Scientific and Technical Information Springfield, Virginia 22151 - CFSTI price $3.00 . FOREWORD This report describes the work conducted by Pratt & Whitney Aircraft Division of United Aircraft Corporation under NASA Contract 3-7622 and was originally issued as Pratt & Whitney Report PWA-2953, November 1966. The experimental work was performed by J. F. Barnes and the authors. Martin Gutstein of the Space Power Systems Division, NASA-Lewis Research Center, was the Technical Manager. 111 ABSTRACT The purpose of this paper is to define and present the wicking material properties that are considered to be important to the operation of a vapor-chamber fin or a heat pipe. -
Test Method for the Grain-Size Analysis of Granular Soil Materials
TEST METHOD FOR THE GRAIN-SIZE ANALYSIS OF GRANULAR SOIL MATERIALS GEOTECHNICAL TEST METHOD GTM-20 Revision #5 AUGUST 2015 GEOTECHNICAL TEST METHOD: TEST METHOD FOR THE GRAIN-SIZE ANALYSIS OF GRANULAR MATERIALS GTM-20 Revision #5 STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION GEOTECHNICAL ENGINEERING BUREAU AUGUST 2015 EB 15-025 Page 1 of 13 TABLE OF CONTENTS 1. SCOPE .................................................................................................................................3 2. SUMMARY OF METHOD .................................................................................................3 3. EQUIPMENT.......................................................................................................................4 4. SAMPLE SIZE AND PREPARATION ..............................................................................5 4.1 Sample Size for Granular Construction Items .........................................................5 4.2 Sample Size for All Other Materials ........................................................................5 4.3 Condition the Sample ...............................................................................................5 4.4 Prepare Sieve Analysis Data Sheet ..........................................................................5 5. TEST PROCEDURE ...........................................................................................................6 5.1 Initial Separation of the Plus and Minus 1/4 in. (6.3 mm) Particles ........................6 5.2 Weigh the -
Sand Size Analysis for Onsite Wastewater Treatment Systems Determination of Sand Effective Size and Uniformity Coefficient
FACT SHEET Agriculture and Natural Resources AEX-757-08 Sand Size Analysis for Onsite Wastewater Treatment Systems Determination of Sand Effective Size and Uniformity Coefficient Jing Tao, Graduate Research Associate, Environmental Science Graduate Program Karen Mancl, Professor, Department of Food, Agricultural and Biological Engineering Introduction sieve analysis and met the criteria of one of the following In many areas of Ohio, natural soil is not deep enough standards: to completely treat wastewater. Rural homes and busi- (a) ASTM C136, “Standard Test Method for Sieve Analysis nesses may need to install an onsite wastewater treatment of Fine and Coarse Aggregates;” or system if a septic tank-leach line system cannot be used. (b) ASTM D451, “Standard Method for Sieve Analysis Sand bioreactors are one option. To learn more, consult of Granular Mineral Surfacing for Asphalt Roofing Bulletin 876, Sand Bioreactors for Wastewater Treatment Products” for Ohio Communities at the web site http://setll.osu.edu or a local OSU Extension office. How Is a Sieve Analysis Conducted? Size distribution is one of the most important charac- Apparatus teristics of sand treatment media. Sand bioreactor clogging • Scale (or balance)—0.1 g accuracy is usually the result of using sand that is too fine, has too • No. 200 sieve many fines, or has a weak or platey structure. The most • A set of sieves, lid, and receiver important feature of the sand is not the grains, but rather • Select suitable sieve sizes (table 1) to obtain the required the pores the sand creates. The treatment of wastewater information as specified, for example Nos. -
Experimental Study of Structural Behavior of Mesh-Box Gabion
University of Palestine College of Applied Engineering and Urban Planning Department of Civil Engineering Experimental study of structural behavior of mesh-box Gabion By: Mohamad Z. Al Helo 120110139 Mohammed S. Al-Massri 120111288 Hesham H. Abu-Assi 120111251 Mohammed J. Hammouda 120110163 Islam T. Joma 120090301 Supervisor: Dr. Osama Dawood Graduation project is submitted to the Civil Engineering Department in partial Fulfillment of the requirements for the degree of B.Sc. in Civil Engineering. Gaza, Palestine Oct. 2016 I DEDICATION We would like to dedicate this work to our families specially our Parents who loved and raised us, which we hope that they are Proud of us, for their sacrifice and endless support. We would like to dedicate it to our Martyrs, detainees and Wounded people who sacrificed for our freedom. II ACKNOWLEDGMENT We would like to express our appreciation to our supervisor Dr. Osama Dawood for his valuable advices, continuous Encouragement, professional support and guidance. Hoping our research get the satisfaction of Allah and you as well. III ABSTRACT The research described by the current dissertation was focused on studying the mechanical behavior of the wired-mesh gabions under axial compression load. And it is important to mention that there is no specific standard for using gabions as structural elements It is a unique study because using this type of construction usually does not take into consideration the study of the structural behavior of these boxes, and here many of the problems facing the construction of this kind appears. This research studied the behavior of these boxes through laboratory experiments. -
Evaluating Retinal Blood Vessels' Abnormal Tortuosity In
Evaluating Retinal Blood Vessels' Abnormal Tortuosity in Digital Image Fundus Submitted in fulfilment of the requirements for the Degree of MSc by research School of Computer Science University Of Lincoln Mowda Abdalla June 30, 2016 Acknowledgements This project would not have been possible without the help and support of many people. My greatest gratitude goes to my supervisors Dr. Bashir Al-Diri, and Prof. Andrew Hunter who were abundantly helpful and provided invaluable support, help and guidance. I am grateful to Dr. Majed Habeeb, Dr. Michelle Teoailing, Dr. Bakhit Digry, Dr. Toke Bek and Dr. Areti Triantafyllou for their valuable help with the new tortuosity datasets and the manual grading. I would also like to thank my colleagues in the group of retinal images computing and understanding for the great help and support throughout the project. A special gratitude goes to Mr. Adrian Turner for his invaluable help and support. Deepest gratitude are also for my parents, Ali Shammar and Hawa Suliman, and to my husband who believed in me and supported me all the way. Special thanks also go to my lovely daughters Aya and Dania. Finally, I would like to convey warm thanks to all the staff and lecturers of University of Lincoln and especially the group of postgraduate students of the School of Computer Science. 2 Abstract Abnormal tortuosity of retinal blood vessels is one of the early indicators of a number of vascular diseases. Therefore early detection and evaluation of this phenomenon can provide a window for early diagnosis and treatment. Currently clinicians rely on a qualitative gross scale to estimate the degree of vessel tortuosity.