Light Weight Deflectometer Measuring Dynamic Modulus and CBR on-site Immediately
|
|
- Elijah Norris
- 7 years ago
- Views:
Transcription
1 Light Weight Deflectometer Measuring Dynamic Modulus and CBR on-site Immediately Dynamic Plate Load Test 12 Oct 2011
2 Overview What is the Light Weight Deflectometer What does it do? Where did the Light Weight Deflectometer come from? What does it simulate? What results do you get? Explanation of results graphs. Range limitations. How is it part of an integrated compaction control system Relationship with other devices What is the CBR Extension? What is the relationship between the Dynamic Modulus and CBR? What results do you get? Explanation of results graphs. Range limitations. What are the influences on the results? How do you calibrate the equipment? Technical standards How is the device used? Advantages and limitations 2
3 3
4 What does it do? The Light Weight Deflectometer can be used for: measuring the bearing capacity (deflection) degree of compaction insitu and laboratory dynamic CBR of subgrade/subsoils, unbound base layers, granular layers, backfilling materials, soil stabilisation with lime, cold recycling materials and pavements, cycle tracks and footpaths. 4
5 What does it simulate? The Light Weight Deflectometer is developed from the idea that a truck with 10 tons axle weight moves at 80 km per hour on the road. Soil pressure of 10 tons / m² = 0.1 MN / m² along a time of 18ms Sizes of the test device: Diameter of the loading plate 300mm Force of load device 7.07kN Soil pressure under the load plate 0.1 MN/m² during a load time of about 18 ms The measuring time of 18 ms is created with the plate springs. This dynamic load plate test simulates and these conditions.
6 Principles of Operation The soil receives an impact of maximum force Fs transmitted through the fall of the drop weight onto a circular plate of radius r, which is assumed to be rigid. When the device is calibrated, the force is selected such that the maximum normal stress σ under the load plate is 0.1MN/m 2. To calculate Evd, the deformability of the soil under a vertical load, as described above, with a settlement amplitude s (in mm) and the duration of impact t s : Evd (MN/m 2 ) = 1.5 x r x σ /s For the 10kg drop weight and 300mm diameter plate Evd = 22.5/s For the 15kg drop weight and 300mm diameter plate Evd = 33.75/s 6
7 How does it work A weight of 10 kg drops from a height of 72 cm on a load plate with a diameter of 300 mm. On the load plate, an acceleration sensor is arranged. From this acceleration signal will be calculated the dynamic deformation modulus Evd kg loading device (Evd 5-70 MN/m²) - 15kg loading device ( MN/m²) The easy-to-operate ZFG 3000 GPS enables the user to enjoy short test times (approx. 2 minutes), precise repeatable measurements, on-site printouts complete with all information and simple data transmission to the PC with SD-Card. The measured result is available after only 4 steps.
8 8
9 9
10 10
11 11
12 12
13 Degree of Compaction The ZFG 3000 has an acceleration sensor attached to the base plate. The first integration of acceleration shows the velocity of the plate. And the second integration gives the deflection. The degree of compaction is based solely on experience and provide the examiner with an immediate statement about the likely effectiveness of compaction, enabling you to take a decision about soil improvement or soil replacement. The value of s / v = 3.5 is relevant here. In case of compacted soil is valid: s / v < The compacted soil can be compacted further. s / v > 3.5 If compacted, the soil is unsuitable for further compaction! Soil improvement or a soil exchange is necessary. s / v > 3.5 If it is in-situ soil, it can be compressed further.
14 Integrated compaction control system Handheld testing devices, e.g. nuclear-density gauge, can only measure a limited amount of space at a time covering only a small percentage of the project s footprint. Compaction Uniformity to specification An Intelligent Compaction (IC) roller can test the entire range of the project, and its sensors can penetrate deeper into the fill. 14
15 Measuring Compaction: Fundamental Changes From Density to Stiffness Density Stiffness is the basis for calculating an even more fundamental material property, "modulus," which experts agree is the most accurate and independent means for judging deformation and, thus, a material's level of compaction. Stiffness* * Stiffness is loosely defined as a measure of a material's ability to resist deformation under load 15
16 Compaction Method Old Method Compaction Control Measurement Unit & When In-situ test methods Density After Compaction is Complete New Method Provides little or no on the fly feedback Stiffness Ongoing measurement & feedback to operator Nuclear Gauge Verified using a compaction control device (inc DCP, GeoGauge and Light Weight Deflectometer eg Zorn ZFG3000) Intelligent Compaction 16
17 Measuring Compaction: Fundamental Changes from Density to Stiffness Density Stiffness* * Stiffness is loosely defined as a measure of a material's ability to resist deformation under load 17
18 Relationship with Static Plate Evd and Ev2 relationship - the relationship between the static deflection modulus Ev2, measured by the static plate bearing test, and the dynamic deflection modulus Evd depends on the kind of soil and the degree of compaction. Experience shows that the ratio Ev2/Evd lies in the range 1.0 to 4. For densely compacted soils Ev2/Evd ~ 2.3 On average the following relation between the dynamic deflection modulus Evd, and the static deflection modulus Ev2, can be used: This relation does not hold for limiting values. 18
19 CBR Extensions 19
20 CBR Extensions The dynamic CBR test, in particular, the in-situ field test, is a material test on compacted samples, with which one can judge what level of compaction can be achieved on the tested soil. All readings and analysis can be done in the field and the results are immediately available at the construction site. The CBR stamp has a diameter of 50 mm and a corresponding pressure amplitude of 3.6 MN/m2. The Dynamic CBR Extensions measure in-situ the dynamic California Bearing Ratio (CBR) value CBRd within a range of 20% CBRd 150%. The CBR-value is calculated as follows: CBR d = 87.3 / s 0.59 % (s [mm]) where s is the settlement amplitude (in mm) of the CBR stamp 20
21 Advantages Immediate evaluation of measurement possible on site Direct deflection readings: accelerometer directly connected to the base plate Time saving in testing (a maximum of 3 minutes per measuring point) Accurate repeatable results One-man use: designed for field testing No additional loading vehicle or support is required Testing on sites with difficult accessibility possible Readings captured on SD-card for data memory (10,000 data sets) allowing immediate on-site results printing and data transfer to PC Data interpretation software allows data storage, analysis and manipulation and easy inclusion into reports GPS-System for immediate determination of test position integrated with Google Maps Using extensions to the ZFG 3000, dynamic CBR (California Bearing Ratio) can be measured in-situ in the field and also laboratory CBR in a cylinder can be simulated.
22 Calibration 22
23 Technical Standards ASTM E Standard Test Method for Measuring Deflections using a Portable Impulse Plate Load Test Device Technical Test Progrom for soil and rock in the road TP BF - StB Part B Federal Highway Research Institute (BAST) 1992 In this test procedure, it governs, for example the device structure (material, size, weight) but also Experimental parameters (impact force = 7.07 kn, load time 18ms) and calibration cycles
24 Thank You Self Control by Contractors / Geotech Companies CBR recognised e.g. rail Used for acceptance where Ausroads / VicRoads standards don t apply e.g. remote regions, mines, construction sites etc 24
PRIMA 100 FWD. Comparative measurements and experience with the portable PRIMA light FWD
PRIMA 100 FWD Comparative measurements and experience with the portable PRIMA light FWD Carl Bro Pavement Consultants 0 CONTENTS 1. Introduction and background Measuring equipment Static plate bearing
More informationHIGHWAYS DEPARTMENT GUIDANCE NOTES ON SOIL TEST FOR PAVEMENT DESIGN
HIGHWAYS DEPARTMENT GUIDANCE NOTES ON SOIL TEST FOR PAVEMENT DESIGN Research & Development Division RD/GN/012 August 1990 HIGHWAYS DEPARTMENT GUIDANCE NOTES (RD/GN/012) SOIL TEST FOR PAVEMENT DESIGN Prepared
More informationConstruction Specifications for Keyhole Pavement Coring and Reinstatement
F I N A L Construction Specifications for Keyhole Pavement Coring and Reinstatement Gas Technology Institute 1700 S. Mount Prospect Rd. Des Plaines, Illinois 60018 www.gastechnology.org Version 13 October
More informationLABORATORY DETERMINATION OF CALIFORNIA BEARING RATIO
LABORATORY DETERMINATION OF CALIFORNIA BEARING RATIO STANDARD IS: 2720 (Part 16) 1979. DEFINITION California bearing ratio is the ratio of force per unit area required to penetrate in to a soil mass with
More informationPVC PIPE PERFORMANCE FACTORS
PVC PIPE PERFORMANCE FACTORS PVC pipe, like all flexible pipe products, is very dependent on the surrounding soil for its structural capacity, in addition, the pipe material must have sufficient inherent
More informationDynamic Load Testing of Helical Piles
Dynamic Load Testing of Helical Piles ANNUAL KANSAS CITY SPECIALTY SEMINAR 2014 JANUARY 10, 2014 Jorge Beim JWB Consulting LLC Pile Dynamics, Inc. Main Topics Brief description of the Dynamic Load Test
More informationUsing the Dynamic Cone Penetrometer and Light Weight Deflectometer for Construction Quality Assurance
2009-12 Using the Dynamic Cone Penetrometer and Light Weight Deflectometer for Construction Quality Assurance Take the steps... Research...Knowledge...Innovative Solutions! Transportation Research Technical
More informationPavement Design. Guest Lecturer Dr. Sirous Alavi, P.E. SIERRA TRANSPORTATION. 1005 Terminal Way, Suite 125 Reno, Nevada 89502
Pavement Design Guest Lecturer Dr. Sirous Alavi, P.E. SIERRA TRANSPORTATION ENGINEERS,, INC. I 1005 Terminal Way, Suite 125 Reno, Nevada 89502 Topics Introduction Design Factors Pavement Types Fundamentals
More informationc. Borehole Shear Test (BST): BST is performed according to the instructions published by Handy Geotechnical Instruments, Inc.
Design Manual Chapter 6 - Geotechnical 6B - Subsurface Exploration Program 6B-2 Testing A. General Information Several testing methods can be used to measure soil engineering properties. The advantages,
More informationPERFORMANCE TESTING OF BITUMINOUS MIXES USING FALLING WEIGHT DEFLECTOMETER
ABSTRACT NO. 6 PERFORMANCE TESTING OF BITUMINOUS MIXES USING FALLING WEIGHT DEFLECTOMETER Prof Praveen Kumar Dr G D Ransinchung Lt. Col. Mayank Mehta Nikhil Saboo IIT Roorkee IIT Roorkee IIT Roorkee IIT
More informationStrain Measurement in Pavements with a Fibre Optics Sensor Enabled Geotextile
Strain Measurement in Pavements with a Fibre Optics Sensor Enabled Geotextile Olivier Artières 1, Matteo Bacchi 2, Paolo Bianchini 1, Pierre Hornych 3 and Gerrit Dortland 1 1 TenCate Geosynthetics France,
More informationSPECIFICATION FOR DYNAMIC CONSOLIDATION / DYNAMIC REPLACEMENT
SPECIFICATION FOR DYNAMIC CONSOLIDATION / DYNAMIC REPLACEMENT 1.0 SOIL IMPROVEMENT 1.1 General Soil Investigation Information are provided in Part B1 annex as a guide to the Contractor for his consideration
More informationINDIRECT METHODS SOUNDING OR PENETRATION TESTS. Dr. K. M. Kouzer, Associate Professor in Civil Engineering, GEC Kozhikode
INDIRECT METHODS SOUNDING OR PENETRATION TESTS STANDARD PENETRATION TEST (SPT) Reference can be made to IS 2131 1981 for details on SPT. It is a field edtest to estimate e the penetration e resistance
More informationMETHOD STATEMENT HIGH STRIAN DYNAMIC TESTING OF PILE. Prepared by
METHOD STATEMENT HIGH STRIAN DYNAMIC TESTING OF PILE Prepared by Infratech ASTM CO., LTD. Contents Chapter Description Page Contents...... 1 List of Appendix. 1 1. Introduction.. 2 2. Test Method..2 3.
More informationDYNAMIC CONE PENETRATION TEST INSTRUCTIONAL MANUAL GEOTECHANICAL
DYNAMIC CONE PENETRATION TEST INSTRUCTIONAL MANUAL GEOTECHANICAL J. P. Scientific Instruments 7, Civil Lines, Roorkee-247667 DYNAMIC CONE PENETRATION TEST CONTENTS: PAGE NO. 1.0 INTRODUCTION 03 2.0 PROBLEM
More informationLymon C. Reese & Associates LCR&A Consulting Services Tests of Piles Under Axial Load
Lymon C. Reese & Associates LCR&A Consulting Services Tests of Piles Under Axial Load Nature of Services The company has a long history of performance of tests of piles and pile groups under a variety
More informationENGINEERING COUNCIL CERTIFICATE LEVEL
ENGINEERING COUNCIL CERTIICATE LEVEL ENGINEERING SCIENCE C103 TUTORIAL - BASIC STUDIES O STRESS AND STRAIN You should judge your progress by completing the self assessment exercises. These may be sent
More informationRehabilitation by cracking and seating of concrete pavement optimized by FWD analysis
Rehabilitation by cracking and seating of concrete pavement optimized by FWD analysis H. C. Korsgaard & J. P. Pedersen Carl Bro Pavement Consultants, Kokbjerg 5, DK6000 Kolding M. Rasmussen Copenhagen
More informationSAFE A HEAD. Structural analysis and Finite Element simulation of an innovative ski helmet. Prof. Petrone Nicola Eng.
SAFE A HEAD Structural analysis and Finite Element simulation of an innovative ski helmet Prof. Petrone Nicola Eng. Cherubina Enrico Goal Development of an innovative ski helmet on the basis of analyses
More informationMECHANICAL PRINCIPLES HNC/D PRELIMINARY LEVEL TUTORIAL 1 BASIC STUDIES OF STRESS AND STRAIN
MECHANICAL PRINCIPLES HNC/D PRELIMINARY LEVEL TUTORIAL 1 BASIC STUDIES O STRESS AND STRAIN This tutorial is essential for anyone studying the group of tutorials on beams. Essential pre-requisite knowledge
More informationEffect of grain size, gradation and relative density on shear strength and dynamic cone penetration index of Mahi, Sabarmati and Vatrak Sand
Discovery ANALYSIS The International Daily journal ISSN 2278 5469 EISSN 2278 5450 2015 Discovery Publication. All Rights Reserved Effect of grain size, gradation and relative density on shear strength
More informationproduct manual HS-4210 HS-4210_MAN_09.08 Digital Static Cone Penetrometer
HS-4210_MAN_09.08 product manual HS-4210 Digital Static Cone Penetrometer Introduction This Manual covers the measurement of bearing capacity using the Humboldt Digital Static Cone Penetrometer (DSCP).
More informationTechnical Presentation: Follow up on HVS testing of Roller Compacted Concrete and Ultra-thin reinforced concrete test sections
Technical Presentation: Follow up on HVS testing of Roller Compacted Concrete and Ultra-thin reinforced concrete test sections Louw du Plessis 12 Febuary 2015 Objectives UTRCP Previous round of HVS testing
More informationINSTRUMENTATION OF BURIED FLEXIBLE CULVERT SUBJECTED TO ROCKFALL LOADING
INSTRUMENTATION OF BURIED FLEXIBLE CULVERT SUBJECTED TO ROCKFALL LOADING Roger Ebeltoft 1, Jan Otto Larsen 2 ABSTRACT Natural hazards, like avalanches and rock falls, will always be a major concern for
More informationHigh Strain Dynamic Load Testing of Drilled Shafts
Supplemental Technical Specification for High Strain Dynamic Load Testing of Drilled Shafts SCDOT Designation: SC-M-712 (9/15) September 3, 2015 1.0 GENERAL This work shall consist of performing high-strain
More informationGUIDELINE FOR HAND HELD SHEAR VANE TEST
GUIDELINE FOR HAND HELD SHEAR VANE TEST NZ GEOTECHNICAL SOCIETY INC August 2001 CONTENTS Page 1.0 Introduction 2 2.0 Background 2 3.0 Recommended Practice 3 4.0 Undrained Shear Strength 3 5.0 Particular
More informationPROVA DINAMICA SU PALI IN ALTERNATIVA ALLA PROVA STATICA. Pile Dynamic Load test as alternative to Static Load test
PROVA DINAMICA SU PALI IN ALTERNATIVA ALLA PROVA STATICA Pile Dynamic Load test as alternative to Static Load test Gorazd Strnisa, B.Sc.Civ.Eng. SLP d.o.o. Ljubljana ABSTRACT Pile Dynamic test is test
More informationDynamic Pile Analysis Using CAPWAP and Multiple Sensors Camilo Alvarez 1, Brian Zuckerman 2, and John Lemke 3
Dynamic Pile Analysis Using CAPWAP and Multiple Sensors Camilo Alvarez 1, Brian Zuckerman 2, and John Lemke 3 1 GRL Engineers, Inc. Los Angeles, California. (661) 259-2977 2 Berkel & Company. San Francisco,
More informationUsing Accelerated Pavement Testing to Evaluate Permeable Interlocking Concrete Pavement Performance
Using Accelerated Pavement Testing to Evaluate Permeable Interlocking Concrete Pavement Performance Rongzong Wu, David Jones, Hui Li and John Harvey University of California Pavement Research Center Prepared
More informationDEM modeling of penetration test in static and dynamic conditions
DEM modeling of penetration test in static and dynamic conditions Quoc Anh Tran, Bastien Chevalier, Pierre Breul To cite this version: Quoc Anh Tran, Bastien Chevalier, Pierre Breul. DEM modeling of penetration
More informationNumerical Simulation of CPT Tip Resistance in Layered Soil
Numerical Simulation of CPT Tip Resistance in Layered Soil M.M. Ahmadi, Assistant Professor, mmahmadi@sharif.edu Dept. of Civil Engineering, Sharif University of Technology, Tehran, Iran Abstract The paper
More informationINTERACTION BETWEEN MOVING VEHICLES AND RAILWAY TRACK AT HIGH SPEED
INTERACTION BETWEEN MOVING VEHICLES AND RAILWAY TRACK AT HIGH SPEED Prof.Dr.Ir. C. Esveld Professor of Railway Engineering TU Delft, The Netherlands Dr.Ir. A.W.M. Kok Associate Professor of Railway Engineering
More informationComparison of the Humboldt GeoGauge With In-Place Quasi-Static Plate Load Tests. Charles R. Nelson, P.E. Mike Sondag
Comparison of the Humboldt GeoGauge With In-Place Quasi-Static Plate Load Tests Charles R. Nelson, P.E. Mike Sondag CNA Consulting Engineers 2800 University Ave. S.E. Minneapolis, MN 55414 December, 1999
More informationMeasurement of Soil Parameters by Using Penetrometer Needle Apparatus
Vol.3, Issue.1, Jan-Feb. 2013 pp-284-290 ISSN: 2249-6645 Measurement of Soil Parameters by Using Penetrometer Needle Apparatus Mahmoud M. Abu zeid, 1 Amr M. Radwan, 2 Emad A. Osman, 3 Ahmed M.Abu-bakr,
More informationPAVEMENT REHABILITATION using BITUMEN STABILISATION STATE OF THE ART
PAVEMENT REHABILITATION using BITUMEN STABILISATION STATE OF THE ART 23 rd Road Pavement Forum Fern Hill Hotel, Tweedie, KZN Wednesday 9 th May 2012 Dave Collings UCD Technology LOUDON INTERNATIONAL THE
More informationEvaluation of Properties of Soil Subgrade Using Dynamic Cone Penetration Index A Case Study
International Journal of Engineering Research and Development e-issn: 2278-067X, p-issn: 2278-800X Volume 4, Issue 4 (October 202), PP. 07-5 Evaluation of Properties of Soil Subgrade Using Dynamic Cone
More informationDesign, Testing and Automated Monitoring of ACIP Piles in Residual Soils
Design, Testing and Automated Monitoring of ACIP Piles in Residual Soils Stephen W. Lacz 1, M. ASCE, P.E. and Richard C. Wells 2, F. ASCE, P.E. 1 Senior Professional, Trigon Kleinfelder, Inc., 313 Gallimore
More informationEvaluation of Initial Setting Time of Fresh Concrete
Evaluation of Initial Setting Time of Fresh Concrete R R C Piyasena, P A T S Premerathne, B T D Perera, S M A Nanayakkara Abstract According to ASTM 403C, initial setting time of concrete is measured based
More informationMETHOD OF TEST FOR DETERMINATION OF PERMEABILITY OF GRANULAR SOILS
Laboratory Testing Manual Date: 99 06 21 Page 1 of 7 METHOD OF TEST FOR DETERMINATION OF PERMEABILITY OF GRANULAR SOILS 1. SCOPE 1.1 This method covers the determination of the coefficient of permeability
More informationCone Penetration Test (CPT)
Cone Penetration Test (CPT) The cone penetration test, or CPT in short, is a soil testing method which will provide a great deal of high quality information. In the Cone Penetration Test (CPT), a cone
More informationState of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR STORM SEWERS
State of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR STORM SEWERS While its use is not required, this checklist has been prepared to provide the field inspector a summary
More informationEvaluation of Trench Backfill at Highway Cross-Drain Pipes
Evaluation of Trench Backfill at Highway Cross-Drain Pipes Zhongjie Zhang, Ph.D., P.E. Senior Research Engineer Louisiana Transportation Research Center 411 Gourrier Avenue Baton Rouge, LA 788 Phone: (225)
More informationTECHNICAL Summary. TRB Subject Code:62-7 Soil Foundation Subgrades February 2003 Publication No.: FHWA/IN/JTRP-2002/30, SPR-2362
INDOT Research TECHNICAL Summary Technology Transfer and Project Implementation Information TRB Subject Code:62-7 Soil Foundation Subgrades February 3 Publication No.: FHWA/IN/JTRP-2/3, SPR-2362 Final
More informationCompression load testing straw bale walls. Peter Walker Dept. Architecture & Civil Engineering University of Bath Bath BA2 7AY.
Compression load testing straw bale walls Peter Walker Dept. Architecture & Civil Engineering University of Bath Bath BA2 7AY May 2004 1. Introduction Over the last 10 years a growing number of loadbearing
More informationCEEN 162 - Geotechnical Engineering Laboratory Session 7 - Direct Shear and Unconfined Compression Tests
PURPOSE: The parameters of the shear strength relationship provide a means of evaluating the load carrying capacity of soils, stability of slopes, and pile capacity. The direct shear test is one of the
More informationEDEXCEL NATIONAL CERTIFICATE/DIPLOMA MECHANICAL PRINCIPLES AND APPLICATIONS NQF LEVEL 3 OUTCOME 1 - LOADING SYSTEMS TUTORIAL 3 LOADED COMPONENTS
EDEXCEL NATIONAL CERTIICATE/DIPLOMA MECHANICAL PRINCIPLES AND APPLICATIONS NQ LEVEL 3 OUTCOME 1 - LOADING SYSTEMS TUTORIAL 3 LOADED COMPONENTS 1. Be able to determine the effects of loading in static engineering
More informationCW 3110 SUB-GRADE, SUB-BASE AND BASE COURSE CONSTRUCTION TABLE OF CONTENTS
December 2014 CW 3110 SUB-GRADE, SUB-BASE AND BASE COURSE CONSTRUCTION TABLE OF CONTENTS 1. DESCRIPTION... 1 1.1 General... 1 1.2 Definitions... 1 1.3 Referenced Standard Construction Specifications...
More informationALLOWABLE LOADS ON A SINGLE PILE
C H A P T E R 5 ALLOWABLE LOADS ON A SINGLE PILE Section I. BASICS 5-1. Considerations. For safe, economical pile foundations in military construction, it is necessary to determine the allowable load capacity
More informationTECHNICAL REPORT ON SCALA DYNAMIC CONE PENETROMETER IRREGULARITY
TECHNICAL REPORT ON SCALA DYNAMIC CONE PENETROMETER IRREGULARITY CETANZ Technical Report TR 1 Author(s) SJ Anderson, Geotechnics Ltd Report Date First Issue May 2010 Report Revision Date September 2011
More information2009 Japan-Russia Energy and Environment Dialogue in Niigata S2-6 TANAKA ERINA
Importance of the Site Investigation for Development of Methane Hydrate Hokkaido University Hiroyuki Tanaka Civil Engineer My Background Site Investigation Soil Parameters for Design Very Soft Clay and
More informationImprovement in physical properties for ground treated with rapid impact compaction
International Journal of the Physical Sciences Vol. 6(22), pp. 5133-5140, 2 October 2011 Available online at http://www.academicjournals.org/ijps ISSN 1992-1950 2011 Academic Journals Full Length Research
More informationHow To Design A Foundation
The Islamic university - Gaza Faculty of Engineering Civil Engineering Department CHAPTER (2) SITE INVESTIGATION Instructor : Dr. Jehad Hamad Definition The process of determining the layers of natural
More informationHigh-Speed Nondestructive Testing and Intelligent Construction Systems
High-Speed Nondestructive Testing and Intelligent Construction Systems 1st International Conference on Transportation Construction Management February 9-11, 9 2008 Orlando, Florida Ted Ferragut, P.E. NDT
More informationEFFECT OF GEOGRID REINFORCEMENT ON LOAD CARRYING CAPACITY OF A COARSE SAND BED
International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue 3, May June 2016, pp. 01 06, Article ID: IJCIET_07_03_001 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=7&itype=3
More informationMETHOD OF STATEMENT FOR STATIC LOADING TEST
Compression Test, METHOD OF STATEMENT FOR STATIC LOADING TEST Tension Test and Lateral Test According to the American Standards ASTM D1143 07, ASTM D3689 07, ASTM D3966 07 and Euro Codes EC7 Table of Contents
More informationDesign of pile foundations following Eurocode 7-Section 7
Brussels, 18-20 February 2008 Dissemination of information workshop 1 Workshop Eurocodes: background and applications Brussels, 18-20 Februray 2008 Design of pile foundations following Eurocode 7-Section
More informationWork Type Definition and Submittal Requirements
Work Type: Highway Materials Testing Geotechnical Laboratory Testing, Geotechnical Laboratory Testing, Standard Penetration (SPT) & Rock Coring, Cone Penetration Test, Solid Stem Auger Drilling, and Materials
More informationConstruction Materials Testing. Classes of Test
Construction Materials Testing Classes of Test February 2014 Copyright National Association of Testing Authorities, Australia 2014 This publication is protected by copyright under the Commonwealth of Australia
More informationCHAPTER 15 FORCE, MASS AND ACCELERATION
CHAPTER 5 FORCE, MASS AND ACCELERATION EXERCISE 83, Page 9. A car initially at rest accelerates uniformly to a speed of 55 km/h in 4 s. Determine the accelerating force required if the mass of the car
More informationDIRECT SHEAR TEST SOIL MECHANICS SOIL MECHANICS LABORATORY DEPARTMENT OF CIVIL ENGINEERING UNIVERSITY OF MORATUWA SRI LANKA
DIRECT SHEAR TEST SOIL MECHANICS SOIL MECHANICS LABORATORY DEPARTMENT OF CIVIL ENGINEERING UNIVERSITY OF MORATUWA SRI LANKA DIRECT SHEAR TEST OBJEVTIVES To determine the shear strength parameters for a
More informationGround improvement using the vibro-stone column technique
Ground improvement using the vibro-stone column technique A. Kosho 1 A.L.T.E.A & Geostudio 2000, Durres, Albania ABSTRACT The vibro stone columns technique is one of the most used techniques for ground
More informationStatic Plate Load Test
// Static Plate Load Test MacBen bvba Winninglaan 10, 9140 Temse, Belgium, 19th November 2013 compactage Macben 1 Our themes today: Anix GmbH Overview Plate Load Test Belgium: SB250 / TB2000 France: NF
More informationLiner system design for tailings impoundments and heap leach pads
Liner system design for tailings impoundments and heap leach pads John F. Lupo, Ph.D., P.E. AMEC E&E TAILINGS & MINE WASTE 08, VAIL Liner Systems Liner systems Environmental containment of process solutions
More informationPhysics 1114: Unit 6 Homework: Answers
Physics 1114: Unit 6 Homework: Answers Problem set 1 1. A rod 4.2 m long and 0.50 cm 2 in cross-sectional area is stretched 0.20 cm under a tension of 12,000 N. a) The stress is the Force (1.2 10 4 N)
More informationImpacts of Increased Loading Due to Heavy Construction Traffic on Thin Pavements
Impacts of Increased Loading Due to Heavy Construction Traffic on Thin Pavements Author: Harry Sturm, P. Eng. Stantec Consulting Ltd. 16-77 Mississauga Road Mississauga, ON L5N 7G2 Phone: (95) 817-296
More informationFLOORS REINFORCEMENT Shear Stud Connector for steel- concrete composite structures cold applied by pins
www.tecnaria.com FLOORS REINFORCEMENT Shear Stud Connector for steel concrete composite structures cold applied by pins HIGHPERFORMANCE FLOORS COMPOSITE STEEL AND CONCRETE STRUCTURES: STATIC AND ECONOMIC
More informationSTATNAMIC : Pile Load Testing Equipment
STATNAMIC : Pile Load Testing Equipment Today's taller buildings, heavier loads, and increased construction costs require the use of large-diameter, drilled pier foundation systems. As such, the demand
More informationFluid Mechanics: Static s Kinematics Dynamics Fluid
Fluid Mechanics: Fluid mechanics may be defined as that branch of engineering science that deals with the behavior of fluid under the condition of rest and motion Fluid mechanics may be divided into three
More informationCOMPENDIUM OF INDIAN STANDARDS ON SOIL ENGINEERING PART 2
(PREVIEW) SP 36 (Part 2) : 1988 COMPENDIUM OF INDIAN STANDARDS ON SOIL ENGINEERING PART 2 IS 1893 : 1979 (Reaffirmed 1987) CODE OF PRACTICE FOR SUBSURFACE INVESTIGATION FOR FOUNDATIONS 1.1 This code deals
More informationMethodology and rules for design and rehabilitation of road pavement using new hot and cold recycled asphalt mixtures
Deliverable 8 Methodology and rules for design and rehabilitation of road pavement using new hot and cold recycled asphalt mixtures CONTRACT N : G1RD-CT2000-00374 PROJECT N : GRD1-2000-25168 ACRONYM: PARAMIX
More informationDEVELOPMENT AND APPLICATIONS OF TUNED/HYBRID MASS DAMPERS USING MULTI-STAGE RUBBER BEARINGS FOR VIBRATION CONTROL OF STRUCTURES
13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No. 2243 DEVELOPMENT AND APPLICATIONS OF TUNED/HYBRID MASS DAMPERS USING MULTI-STAGE RUBBER BEARINGS FOR
More informationDETERMINATION OF SOIL STRENGTH CHARACTERISTICS PERFORMING THE PLATE BEARING TEST
III Międzynarodowa Konferencja Naukowo-Techniczna Nowoczesne technologie w budownictwie drogowym Poznań, 8 9 września 005 3rd International Conference Modern Technologies in Highway Engineering Poznań,
More informationVibration Isolation in Data Centers
Vibration Isolation in Data Centers Vibrations in Data Centers Vibrations in Data Centers can be produced by nearby construction works, heavy traffic, railways or even the own cooling units inside or next
More informationA Measurement of 3-D Water Velocity Components During ROV Tether Simulations in a Test Tank Using Hydroacoustic Doppler Velocimeter
A Measurement of 3-D Water Velocity Components During ROV Tether Simulations in a Test Tank Using Hydroacoustic Doppler Velocimeter Leszek Kwapisz (*) Marek Narewski Lech A.Rowinski Cezary Zrodowski Faculty
More informationCONSTRUCTION MATERIAL TESTING WWW.AU.SGS.COM/INDUSTRIAL
CONSTRUCTION MATERIAL TESTING WWW.AU.SGS.COM/INDUSTRIAL Introduction For over 20 years, we have offered a full range of materials testing to suit the requirements of local, national and international civil
More informationAnalysis of the Response Under Live Loads of Two New Cable Stayed Bridges Built in Mexico
Analysis of the Response Under Live Loads of Two New Cable Stayed Bridges Built in Mexico Roberto Gómez, Raul Sánchez-García, J.A. Escobar and Luis M. Arenas-García Abstract In this paper we study the
More informationMonitoring of Tunnel End Plug Performance in ONKALO
Monitoring of Tunnel End Plug Performance in ONKALO Erika Holt, VTT Technical Research Centre of Finland Presentation at IGDTP-Geodisposal 2014 Manchester, UK, 24th to 26th of June 2014 Co-authors: I.
More informationDivision 2 Section 32 14 13.19 Section 02795
Note: The text must be edited to suit specific project requirements. It should be reviewed by a qualified civil or geotechnical engineer, or landscape architect familiar with the site conditions. Edit
More informationCONSTANT HEAD AND FALLING HEAD PERMEABILITY TEST
CONSTANT HEAD AND FALLING HEAD PERMEABILITY TEST 1 Permeability is a measure of the ease in which water can flow through a soil volume. It is one of the most important geotechnical parameters. However,
More informationEDEXCEL NATIONAL CERTIFICATE/DIPLOMA MECHANICAL PRINCIPLES OUTCOME 2 ENGINEERING COMPONENTS TUTORIAL 1 STRUCTURAL MEMBERS
ENGINEERING COMPONENTS EDEXCEL NATIONAL CERTIFICATE/DIPLOMA MECHANICAL PRINCIPLES OUTCOME ENGINEERING COMPONENTS TUTORIAL 1 STRUCTURAL MEMBERS Structural members: struts and ties; direct stress and strain,
More informationACTIVE SAFETY OF TRUCKS AND ROAD TRAINS WITH WIDE BASE SINGLE TYRES INSTEAD OF TWIN TYRES
ACTIVE SAFETY OF TRUCKS AND ROAD TRAINS WITH WIDE BASE SINGLE TYRES INSTEAD OF TWIN TYRES Dr.-Ing. Klaus-Peter Glaeser Federal Highway Research Institute, BASt Germany Paper No. 497 1 ABSTRACT The development
More informationGeotechnical Measurements and Explorations Prof. Nihar Ranjan Patra Department of Civil Engineering Indian Institute of Technology, Kanpur
Geotechnical Measurements and Explorations Prof. Nihar Ranjan Patra Department of Civil Engineering Indian Institute of Technology, Kanpur Lecture No. # 13 (Refer Slide Time: 00:18) So last class, it was
More informationTHE DETERMINATION OF THE MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT OF MATERIALS USING THE VIBRATORY HAMMER COMPACTION
THE DETERMINATION OF THE MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT OF MATERIALS USING THE VIBRATORY HAMMER COMPACTION 1. SCOPE The maximum dry density and optimum moisture content, as defined below,
More informationCHAPTER 4 4 NUMERICAL ANALYSIS
41 CHAPTER 4 4 NUMERICAL ANALYSIS Simulation is a powerful tool that engineers use to predict the result of a phenomenon or to simulate the working situation in which a part or machine will perform in
More informationMETHODS FOR ACHIEVEMENT UNIFORM STRESSES DISTRIBUTION UNDER THE FOUNDATION
International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue 2, March-April 2016, pp. 45-66, Article ID: IJCIET_07_02_004 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=7&itype=2
More informationFoam Firmness Measurements IFD For Most Furniture And Bedding Applications
INTOUCH is a regular publication of the Polyurethane Foam Association. It covers topics of interest to users of flexible polyurethane foam and is designed as a quick reference e for background information
More informationFric-3. force F k and the equation (4.2) may be used. The sense of F k is opposite
4. FRICTION 4.1 Laws of friction. We know from experience that when two bodies tend to slide on each other a resisting force appears at their surface of contact which opposes their relative motion. The
More informationShuibuya rockfill dam BOMAG compaction technology in use on world s highest rockfill dam
Shuibuya rockfill dam BOMAG compaction technology in use on world s highest rockfill dam Job report by H.-J. Kloubert Shuibuya rockfill dam Using the latest compaction technology on the world s highest
More informationSECTION 32 14 13.19 PERMEABLE INTERLOCKING CONCRETE PAVEMENT
PART 1 GENERAL 1.1 SECTION INCLUDES SECTION 32 14 13.19 PERMEABLE INTERLOCKING CONCRETE PAVEMENT A. The requirements for construction of permeable interlocking concrete pavement: 1. Install the interlocking
More informationSubminiature Load Cell Model 8417
w Technical Product Information Subminiature Load Cell 1. Introduction... 2 2. Preparing for use... 2 2.1 Unpacking... 2 2.2 Using the instrument for the first time... 2 2.3 Grounding and potential connection...
More informationProperties of Fresh Concrete
Properties of Fresh Concrete Introduction The potential strength and durability of concrete of a given mix proportion is very dependent on the degree of its compaction. It is vital, therefore, that the
More informationHead Loss in Pipe Flow ME 123: Mechanical Engineering Laboratory II: Fluids
Head Loss in Pipe Flow ME 123: Mechanical Engineering Laboratory II: Fluids Dr. J. M. Meyers Dr. D. G. Fletcher Dr. Y. Dubief 1. Introduction Last lab you investigated flow loss in a pipe due to the roughness
More informationSpecification Guidelines: Allan Block Modular Retaining Wall Systems
Specification Guidelines: Allan Block Modular Retaining Wall Systems The following specifications provide Allan Block Corporation's typical requirements and recommendations. At the engineer of record's
More informationtesting equipment for quality management Programme summary. METROLOGY Tensile and Pressure Testing Machines Measuring Devices Display Devices
testing equipment for quality management Programme summary. METROLOGY Sheet metal testing Surface testing Corrosion testing Tensile and Pressure Testing Machines Measuring Devices Display Devices The physical
More informationFluid structure interaction of a vibrating circular plate in a bounded fluid volume: simulation and experiment
Fluid Structure Interaction VI 3 Fluid structure interaction of a vibrating circular plate in a bounded fluid volume: simulation and experiment J. Hengstler & J. Dual Department of Mechanical and Process
More informationPLM series Permanent load lifting magnets
Lifting gear Load lifting magnets/chain hoists PLM series Permanent load lifting magnets Load-bearing capacity of up to 1 t depending on model despite light weight High standard of safety with simple lever
More informationBuilding a simple seismometer
Building a simple seismometer Seismometers operate on the principle of inertia, i.e. a body at rest will tend to remain that way unless a force is applied to make it move. An ideal seismometer would be
More informationSECTION 3.3 - PAVEMENT DESIGN
SECTION 3.3-3.3.1 GENERAL 3.3.2 SUBSURFACE DRAINAGE 3.3.3 DETERMINATION OF DESIGN TRAFFIC 3.3.4 SUBGRADE EVALUATION 3.3.5 PAVEMENT THICKNESS 3.3.5.1 GRANULAR PAVEMENTS WITH THIN BITUMINOUS SURFACING 3.3.5.2
More informationNevada DOT Cold In-Place Recycling Federal Highway Administration National Review Close out meeting, August 25, 2005
Nevada DOT Cold In-Place Recycling Federal Highway Administration National Review Close out meeting, August 25, 2005 Purpose The purpose of this review is to capture for technical deployment the most advanced
More informationJuly 2005 Technical Memorandum: UCPRC-TM-2005-12. Authors: D. Jones and J. Harvey PREPARED FOR: PREPARED BY:
July 2005 Technical Memorandum: UCPRCTM200512 Relationship Between DCP, Stiffness, Shear Strength and RValue Authors: D. Jones and J. Harvey Partnered Pavement Research Program (PPRC) Contract Strategic
More information