EARTHWORKS MANUAL Design and Construction of Earth-Structures
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Heavy Equipment
Heavy Equipment Code: 5913 Version: 01 Copyright © 2007. All Rights Reserved. Heavy Equipment General Assessment Information Blueprint Contents General Assessment Information Sample Written Items Written Assessment Information Performance Assessment Information Specic Competencies Covered in the Test Sample Performance Job Test Type: The Heavy Equipment assessment is included in NOCTI’s Teacher assessment battery. Teacher assessments measure an individual’s technical knowledge and skills in a proctored prociency examination format. These assessments are used in a large number of states as part of the teacher licensing and/or certication process, assessing competency in all aspects of a particular industry. NOCTI Teacher tests typically oer both a written and performance component that must be administered at a NOCTI-approved Area Test Center. Teacher assessments can be delivered in an online or paper/pencil format. Revision Team: The assessment content is based on input from subject matter experts representing the state of Pennsylvania. CIP Code 49.0202- Construction/Heavy Career Cluster 2- 47-2073.00- Operating Engineers Equipment/Earthmoving Architecture and Construction and Other Construction Equipment Operation Equipment Operators NOCTI Teacher Assessment Page 2 of 12 Heavy Equipment Wrien Assessment NOCTI written assessments consist of questions to measure an individual’s factual theoretical knowledge. Administration Time: 3 hours Number of Questions: 232 Number of Sessions: This assessment may be administered in one, two, or three -
Division 31: Earthworks
FACILITIES MANAGEMENT – DESIGN & CONSTRUCTION EDITION: APRIL 29, 2020 4202 E. FOWLER AVENUE, OPM 100 | TAMPA, FLORIDA 33620-7550 PHONE: (813) 974-2845 | WEBSITE: usf.edu/fm-dc DESIGN & CONSTRUCTION GUIDELINES DIVISION 31 EARTHWORKS DIVISION 31 EARTHWORK SECTION 31 05 00 EARTHWORK ............................................................................................................ 2 SECTION 31 10 00 SITE CLEARING ........................................................................................................ 5 SECTION 31 60 00 FOUNDATION ............................................................................................................ 6 DIVISION 31 EARTHWORKS PAGE 1 OF 7 UNIVERSITY OF SOUTH FLORIDA DESIGN AND CONSTRUCTION GUIDELINES SECTION 31 05 00 EARTHWORK 1.1 SITE GRADING A. Rough Grading: Slopes shall not be steeper than one (1) vertical to five (5) horizontal in general open lawn and other grassed areas. Steeper slopes will be permitted only on a case-by-case basis where special need warrants. Tops and bottoms of banks and other break points shall be rounded to provide smooth and graceful transitions. In areas of walks without ramps, slopes shall not be steeper than one (1) vertical to twenty (20) horizontal. Ensure ramped areas comply with the requirements of the Americans with Disability Act (ADA) and Florida Accessibility Code, and meet the intent of the FBC, Chapter 468. B. Finish Grading: This operation shall consist of the final dressing to provide a uniform layer of the topsoil and/or nutrients required -
GEOTEXTILE TUBE and GABION ARMOURED SEAWALL for COASTAL PROTECTION an ALTERNATIVE by S Sherlin Prem Nishold1, Ranganathan Sundaravadivelu 2*, Nilanjan Saha3
PIANC-World Congress Panama City, Panama 2018 GEOTEXTILE TUBE AND GABION ARMOURED SEAWALL FOR COASTAL PROTECTION AN ALTERNATIVE by S Sherlin Prem Nishold1, Ranganathan Sundaravadivelu 2*, Nilanjan Saha3 ABSTRACT The present study deals with a site-specific innovative solution executed in the northeast coastline of Odisha in India. The retarded embankment which had been maintained yearly by traditional means of ‘bullah piling’ and sandbags, proved ineffective and got washed away for a stretch of 350 meters in 2011. About the site condition, it is required to design an efficient coastal protection system prevailing to a low soil bearing capacity and continuously exposed to tides and waves. The erosion of existing embankment at Pentha ( Odisha ) has necessitated the construction of a retarded embankment. Conventional hard engineered materials for coastal protection are more expensive since they are not readily available near to the site. Moreover, they have not been found suitable for prevailing in in-situ marine environment and soil condition. Geosynthetics are innovative solutions for coastal erosion and protection are cheap, quickly installable when compared to other materials and methods. Therefore, a geotextile tube seawall was designed and built for a length of 505 m as soft coastal protection structure. A scaled model (1:10) study of geotextile tube configurations with and without gabion box structure is examined for the better understanding of hydrodynamic characteristics for such configurations. The scaled model in the mentioned configuration was constructed using woven geotextile fabric as geo tubes. The gabion box was made up of eco-friendly polypropylene tar-coated rope and consists of small rubble stones which increase the porosity when compared to the conventional monolithic rubble mound. -
Mechanically Stabilized Embankments
Part 8 MECHANICALLY STABILIZED EMBANKMENTS First Reinforced Earth wall in USA -1969 Mechanically Stabilized Embankments (MSEs) utilize tensile reinforcement in many different forms: from galvanized metal strips or ribbons, to HDPE geotextile mats, like that shown above. This reinforcement increases the shear strength and bearing capacity of the backfill. Reinforced Earth wall on US 50 Geotextiles can be layered in compacted fill embankments to engender additional shear strength. Face wrapping allows slopes steeper than 1:1 to be constructed with relative ease A variety of facing elements may be used with MSEs. The above photo illustrates the use of hay bales while that at left uses galvanized welded wire mesh HDPE geotextiles can be used as wrapping elements, as shown at left above, or attached to conventional gravity retention elements, such as rock-filled gabion baskets, sketched at right. Welded wire mesh walls are constructed using the same design methodology for MSE structures, but use galvanized wire mesh as the geotextile 45 degree embankment slope along San Pedro Boulevard in San Rafael, CA Geotextile soil reinforcement allows almost unlimited latitude in designing earth support systems with minimal corridor disturbance and right-of-way impact MSEs also allow roads to be constructed in steep terrain with a minimal corridor of disturbance as compared to using conventional 2:1 cut and fill slopes • Geotextile grids can be combined with low strength soils to engender additional shear strength; greatly enhancing repair options when space is tight Geotextile tensile soil reinforcement can also be applied to landslide repairs, allowing selective reinforcement of limited zones, as sketch below left • Short strips, or “false layers” of geotextiles can be incorporated between reinforcement layers of mechanically stabilized embankments (MSE) to restrict slope raveling and erosion • Section through a MSE embankment with a 1:1 (45 degree) finish face inclination. -
Corrosion Evaluation of Mechanically Stabilized Earth Walls
Research Report KTC-05-28/SPR 239-02-1F KENTUCKY TRANSPORTATION CENTER College of Engineering CORROSION EVALUATION OF MECHANICALLY STABILIZED EARTH WALLS Our Mission We provide services to the transportation community through research, technology transfer and education. We create and participate in partnerships to promote safe and effective transportation systems. We Value... Teamwork -- Listening and Communicating, Along with Courtesy and Respect for Others Honesty and Ethical Behavior Delivering the Highest Quality Products and Services Continuous Improvement in All That We Do For more information or a complete publication list, contact us KENTUCKY TRANSPORTATION CENTER 176 Raymond Building University of Kentucky Lexington, Kentucky 40506-0281 (859) 257-4513 (859) 257-1815 (FAX) 1-800-432-0719 www.ktc.uky.edu [email protected] The University of Kentucky is an Equal Opportunity Organization Research Report KTC-05-28/SPR – 239-02-1F Corrosion Evaluation of Mechanically Stabilized Earth Walls Research Report KTC-05-28/SPR – 239-02-1F Corrosion Evaluation of Mechanically Stabilized Earth Walls By Tony L. Beckham Leicheng Sun Tommy C. Hopkins Research Geologist Research Engineer Program Manager Kentucky Transportation Center College of Engineering University of Kentucky in cooperation with the Kentucky Transportation Cabinet The Commonwealth of Kentucky and Federal Highway Administration The contents of this report reflect the views of the authors, who are responsible for the facts and accuracy of the data herein. The contents do not necessarily reflect the official views or policies of the University of Kentucky, Kentucky Transportation Cabinet, nor the Federal Highway Administration. This report does not constitute a standard, specification, or regulation. -
Linktm Gabions and Mattresses Design Booklet
LinkTM Gabions and Mattresses Design Booklet www.globalsynthetics.com.au Australian Company - Global Expertise Contents 1. Introduction to Link Gabions and Mattresses ................................................... 1 1.1 Brief history ...............................................................................................................................1 1.2 Applications ..............................................................................................................................1 1.3 Features of woven mesh Link Gabion and Mattress structures ...............................................2 1.4 Product characteristics of Link Gabions and Mattresses .........................................................2 2. Link Gabions and Mattresses .............................................................................. 4 2.1 Types of Link Gabions and Mattresses .....................................................................................4 2.2 General specification for Link Gabions, Link Mattresses and Link netting...............................4 2.3 Standard sizes of Link Gabions, Mattresses and Netting ........................................................6 2.4 Durability of Link Gabions, Link Mattresses and Link Netting ..................................................7 2.5 Geotextile filter specification ....................................................................................................7 2.6 Rock infill specification .............................................................................................................8 -
Tunnels & Earthworks (Cuts & Embankments) of the Comarnic
Tender Designs of Major Infrastructure Highway Projects Tunnels & Earthworks (Cuts & Embankments) of the Comarnic – Brasov Motorway Romania Project Tunnels, cuts and embankments of the Comarnic – Brasov Motorway, Romania. Construction Cost Total Cost: approx. €. 1.5bn. Project Schdlhedule Tender Design: 2013 Construction: 2014 - Project Description • Sinaia, Busteni & Predeal Twin Bore Highway Tunnels Sinaia length: 5.890m Busteni length: 6.200m Predeal length: 7.500m Excavation cross section: 84m2 -132m2 Effective cross section: 66m2 -81m2 Excavation Method NATM – Mechanical excavation, drilling and blasting Final Lining Reinforced concrete • Highway Cuts and Embankments (Section from Typical tunnels cross section Ch. 110+600-168+600) Embankments: Ltotal = 26.0km Cuts: Ltotal = 11.0km Geology • Alluvial deposits, limestones, flysch, marbles, schist and conglomerates • Groundwater • Max. overburden at the tunnels: 195m – 340m Our Services Tender design and preparation of the technical offer on behalf of ViStrAda Nord Typical embankment cross section Client ViStrada Nord Consortium (VINCI S.A. - VINCI Construction Grand Projects S.A.S. - VINCI Construction Terrassement S.A.S. – STRABAG A.G. - STRABAG S.E. – AKTOR Concessions S.A. - AKTOR S.A.) 4, Thalias Str. & 109, Kimis Ave., P.C. 151 22, Maroussi, Athens Tel.: + 30 210 6837490, + 30 210 6897040, + 30 210 6835858 Fax: + 30 210 6837499, e-mail: [email protected], www.omikronkappa.gr Railway Project Consulting services, technical review and checking of designs and Panagopoula Railway Tunnel associated detailed designs Athens - Patras High Speed Railway Line, Section Rododafni – Psathopirgos Greece Project • Consulting services, technical review and checking of the designs of the project: “Construction of the New Double High Speed Railway Line at the section Rododafni – Psathopirgos from CH. -
Mechanically Stabilized Earth Wall Abutments for Bridge Support
JOINT TRANSPORTATION RESEARCH PROGRAM FHWA/IN/JTRP-2006/38 Final Report MECHANICALLY STABILIZED EARTH WALL ABUTMENTS FOR BRIDGE SUPPORT Ioannis Zevgolis Philippe Bourdeau April 2007 TECHNICAL Summary Technology Transfer and Project Implementation Information INDOT Research TRB Subject Code: 62-6 Soil Compaction and Stabilization April 2007 Publication No.FHWA/IN/JTRP-2006/38, SPR-2855 Final Report Mechanically Stabilized Earth Wall Abutments for Bridge Support Introduction Using MSE structures as direct bridge abutments objective of this study was to investigate on the would be a significant simplification in the design possible use of MSE bridge abutments as direct and construction of current bridge abutment support of bridges on Indiana highways and to systems and would lead to faster construction of lead to drafting guidelines for INDOT engineers highway bridge infrastructures. Additionally, it to decide in which cases such a solution would be would result in construction cost savings due to applicable. The study was composed of two major elimination of deep foundations. This solution parts. First, analysis was performed based on would also contribute to better compatibility of conventional methods of design in order to assess deformation between the components of bridge the performance of MSE bridge abutments with abutment systems, thus minimize the effects of respect to external and internal stability. differential settlements and the undesirable “bump” Consequently, based on the obtained results, finite at bridge / embankment transitions. Cost savings in element analysis was performed in order to maintenance and retrofitting would also result. The investigate deformation issues. Findings MSE walls have been successfully used walls compared to conventional reinforced as direct bridge abutments for more than thirty concrete walls is their ability to withstand years. -
Failure of Slopes and Embankments Under Static and Seismic Loading
American Scientific Research Journal for Engineering, Technology, and Sciences (ASRJETS) ISSN (Print) 2313-4410, ISSN (Online) 2313-4402 © Global Society of Scientific Research and Researchers http://asrjetsjournal.org/ Failure of Slopes and Embankments Under Static and Seismic Loading Nicolaos Alamanis* Lecturer, Dept. of Civil Engineering, Technological Educational Institute of Thessaly, Larissa, Greece, Civil engineer (National Technical University of Athens, D.E.A Ecole Centrale Paris) Email: [email protected] Summary The stability of slopes and embankments under the influence of static and seismic loads has been the subject of study for many researchers. This paper presents the mechanisms and causes of landslides as well as the forms of failure of slopes and embankments under static and seismic loading, with examples of failures from both Greek and international space. There is also mention to measures to protect and stabilize landslides, categories of slope stability analysis, and methods of seismic impact analysis. What follows is the determination of tolerable movements based on the caused damage on natural slopes, dams and embankments and an attempt is made to connect them with the vulnerability curves that are one of the key elements of stochastic seismic hazard. Particular importance is given to the statistical parameters of the mechanical characteristics of the sloping soil mass and to the simulation of random fields necessary for solving complex geotechnical works. Finally, we compare the simulation and description of random fields and the L.A.S. method is observed to be the most accurate of all simulation methods. The L.A.S. algorithm in conjunction with finite difference models can demonstrate the large fluctuations in the factor of safety values and the permanent seismic displacements of the slopes under the effect of seismic charges whose time histories are known. -
Title of Paper
Raw earth construction: is there a role for unsaturated soil mechanics ? D. Gallipoli, A.W. Bruno & C. Perlot Université de Pau et des Pays de l'Adour, Laboratoire SIAME, Anglet, France N. Salmon Nobatek, Anglet, France ABSTRACT: “Raw earth” (“terre crue” in French) is an ancient building material consisting of a mixture of moist clay and sand which is compacted to a more or less high density depending on the chosen building tech- nique. A raw earth structure could in fact be described as a “soil fill in the shape of a building”. Despite the very nature of this material, which makes it particularly suitable to a geotechnical analysis, raw earth construc- tion has so far been the almost exclusive domain of structural engineers and still remains a niche market in current building practice. A multitude of manufacturing techniques have already been developed over the cen- turies but, recently, this construction method has attracted fresh interest due to its eco-friendly characteristics and the potential savings of embodied, operational and end-of-life energy that it can offer during the life cycle of a structure. This paper starts by introducing the advantages of raw earth over other conventional building materials followed by a description of modern earthen construction techniques. The largest part of the manu- script is devoted to the presentation of recent studies about the hydro-mechanical properties of earthen materi- als and their dependency on suction, water content, particle size distribution and relative humidity. A raw earth structure therefore consists of com- pacted moist soil and may be described in geotech- 1 DEFINITION OF EARTHEN nical terms as a “soil fill in the shape of a building”. -
Montlake Cut Tunnel Expert Review Panel Report
SR 520 Project Montlake Cut Tunnel Expert Review Panel Report EXPERT REVIEW PANEL MEMBERS: John Reilly, P.E., C.P.Eng. John Reilly Associates International Brenda Böhlke, Ph.D., P.G.. Myers Böhlke Enterprise Vojtech Gall, Ph.D., P.E. Gall Zeidler Consultants Lars Christian Ingerslev, P.E. PB Red Robinson, C.E.G., R.G. Shannon and Wilson Gregg Korbin, Ph.D. Geotechnical Consultant John Townsend, C.Eng. Hatch-Mott MacDonald José Carrasquero-Verde, Principal Scientist Herrera Environmental Consultants Submitted to the Washington State Department of Transportation July 17, 2008 SR520, Montlake Cut, Tunnel Alternatives, Expert Review Panel Report July 17h, 2008 Page 2 TABLE OF CONTENTS 1. EXECUTIVE SUMMARY......................................................................................................................5 1.1. INTRODUCTION .......................................................................................................................................5 1.2. ENVIRONMENTAL CONSIDERATIONS ......................................................................................................5 1.3. TUNNELING METHODS CONSIDERED......................................................................................................5 Figure 1 - Immersed Tunnel Construction (General) ......................................................................................6 Figure 2 - Tunnel Boring Machine (Elbe River, Hamburg) ............................................................................6 Figure 3 – Sequential Excavation -
Chapter 3. the Crust and Upper Mantle
Theory of the Earth Don L. Anderson Chapter 3. The Crust and Upper Mantle Boston: Blackwell Scientific Publications, c1989 Copyright transferred to the author September 2, 1998. You are granted permission for individual, educational, research and noncommercial reproduction, distribution, display and performance of this work in any format. Recommended citation: Anderson, Don L. Theory of the Earth. Boston: Blackwell Scientific Publications, 1989. http://resolver.caltech.edu/CaltechBOOK:1989.001 A scanned image of the entire book may be found at the following persistent URL: http://resolver.caltech.edu/CaltechBook:1989.001 Abstract: T he structure of the Earth's interior is fairly well known from seismology, and knowledge of the fine structure is improving continuously. Seismology not only provides the structure, it also provides information about the composition, crystal structure or mineralogy and physical state. In subsequent chapters I will discuss how to combine seismic with other kinds of data to constrain these properties. A recent seismological model of the Earth is shown in Figure 3-1. Earth is conventionally divided into crust, mantle and core, but each of these has subdivisions that are almost as fundamental (Table 3-1). The lower mantle is the largest subdivision, and therefore it dominates any attempt to perform major- element mass balance calculations. The crust is the smallest solid subdivision, but it has an importance far in excess of its relative size because we live on it and extract our resources from it, and, as we shall see, it contains a large fraction of the terrestrial inventory of many elements. In this and the next chapter I discuss each of the major subdivisions, starting with the crust and ending with the inner core.