SERVICES 2015 ISO 18001
|
|
|
- Morgan Charles
- 10 years ago
- Views:
Transcription
1 SERVICES 2015
2 A family business with a solid foundation of experience, we handle all aspects of site investigation.... Phase 1 Environmental Studies Phase 2 Intrusive Investigations Phase 3 Remediation Strategies Phase 4 Validation Reports Laboratory Testing Geotechnical Consultancy Insitu Testing Slope Stability Analysis Retaining Wall Design Training ABOUT US A continually expanding organisation, it has a dedicated and professional team that can tailor a package to your specific requirements. From small residential projects to large commercial sites, RGS provides value for money alongside expert results and advice. RGS aims to ensure that any investment made by you or your client is thoroughly investigated and carefully evaluated by a team committed to quality.
3 ourservices Desk Studies Phase One environmental desk studies, including preliminary risk assessments and written conceptual site models. Geological appraisals Geotechnical evaluations. Utilities searches for development sites. Terrain evaluation using aerial photographs. Design of ground investigations. Fieldworks Walkover surveys and site inspections including environmental audits, structural evaluations [crack surveys] etc Excavation and logging of trial pits [hand excavated, mini diggers, backacting excavators] including sampling and insitu testing Drive in sampling and dynamic penetration testing Light cable percussive drilling [shell and auger] Rotary drilling, including probe boring and core drilling SERVICES
4 ourservices Laboratory Testing Description of soils and rock [BS 5930] Classification of soils [BS 1377: PART 2] and rock [ISRM] Chemical testing of soils and rock [BS 1377: PART 3] Compaction related testing of soils and aggregate [BS 1377: PART 4] Compressibility and permeability of soils [BS 1377: PART 5] Shear strength tests [BS 1377: PART 7 & 8] Strength testing of rock [ISRM POINT LOAD TEST] Aggregate testing [BS 812] Insitu Testing Soakaway testing Density testing [SAND REPLACEMENT, CORE CUTTER] California Bearing Ratio tests Plate bearing and zone testing Hand shear vane and Mexicone testing Landfill gas monitoring SERVICES
5 ourservices Engineering Advice on all aspects of geotechnical and environmental engineering Site supervision of ground investigation works, installation of gas wells, ground improvement, soil stabilisation and piling Geotechnical reports Factual and fully interpretive Geo-environmental reports [PHASE TWO] including site specific risk assessments and remediation measures Geotechnical consultancy We have specialist knowledge of slope stability analysis, retaining wall design, traditional strip or spread foundations, piled foundations, ground improvement including soil stabilisation, dynamic compaction and vibro-stone columns Geotechnical advisory service to structural engineers, architects, contractors and developers SERVICES
6 ourpeople Fieldworks The fieldworks department is led by Operations Director, Chay Rogers who has developed the fieldworks services to suit a variety of clients and projects. With many years experience in the plant and tool hire industry and having been responsible for setting up RGS initially as a sole trader, Chay can offer excellent and detailed advice as to the practical requirements of your site and provide you with a professional factual presentation of your results. If you require a more in depth interpretation, this will be dealt with by our highly experienced engineering department... Engineering The engineering section is headed by Technical Director, Steve Rogers CEng, CGeol, MICE, MIHT, FGS. Drawing on a wealth of knowledge and skills gained in the geotechnical industry he is able to provide you with an expert and in depth engineering service and fully interpretive analysis of your results if required. With over thirty years of geotechnical experience, including seven years as a senior University Lecturer in Soil Mechanics and Highway Engineering and more recently as Chief Geotechnical Engineer for a major piling contractor, Steve heads a specialised engineering department which ensures the excellence of our services. The geotechnical and materials laboratory is an integral part of RGS, with the capacity to undertake a continually developing range of testing. Geotechnical testing is undertaken in accordance with BS METHODS OF TESTS FOR SOILS FOR CIVIL ENGINEERING PURPOSES. The laboratory is able to provide contamination testing of samples, which is undertaken by a sub-contracted external laboratory. We have a great deal to offer, having a broad range of expertise and capability, which in turn delivers exceptionally high levels of customer satisfaction. Whether you require a factual presentation of your site results or an interpretive report and testing covering the works, RGS will deal with your requirements swiftly and professionally, attempting at all times to offer the most cost effective solution to meet your needs. PEOPLE Chay Rogers Steve Rogers Emma Rogers
1 Mobilisation and demobilisation 1 Deep boring sum 2 Cone penetration tests sum 3 Miscellenous tests sum
Malaysian Civil Engineering Standard Method of Measurement (MyCESMM) CLASS D: SITE INVESTIGATION WORK Measurement covered under other classes: Excavation not carried out for the purpose of soil investigation
Eurocode 7 - Geotechnical design - Part 2 Ground investigation and testing
Brussels, 18-20 February 2008 Dissemination of information workshop 1 Eurocode 7 - Geotechnical design - Part 2 Ground investigation and testing Dr.-Ing. Bernd Schuppener, Federal Waterways Engineering
OUR SERVICES. Training - Assessment - Events. Driving our industry forward. www.equipegroup.com. www.equipegroup.com
Driving our industry forward. OUR SERVICES Training - Assessment - Events EQUIPE TRAINING Geotechnical, Drilling and Health & Safety Training Health and Safety Courses IOSH Safe Supervision of Geotechnical
CIVL451. Soil Exploration and Characterization
CIVL451 Soil Exploration and Characterization 1 Definition The process of determining the layers of natural soil deposits that will underlie a proposed structure and their physical properties is generally
Anirudhan I.V. Geotechnical Solutions, Chennai
Anirudhan I.V. Geotechnical Solutions, Chennai Often inadequate In some cases, excess In some cases, disoriented Bad investigation Once in a while good ones Depends on one type of investigation, often
Buildings Department Practice Note for Registered Contractors 38. Registration of General Building Contractors and Specialist Contractors
Buildings Department Practice Note for Registered Contractors 38 Registration of General Building Contractors and Specialist Contractors This practice note covers solely the registration of general building
FACTUAL GROUND INVESTIGATION
FACTUAL GROUND INVESTIGATION REPORT COMMERCIAL/INDUSTRIAL REDEVELOPMENT OF LAND AT STEADMAN S WELTON CUMBRIA Web: www.geoenvironmentalengineering.com Telephone: 08456 768 895 Project Ref: 2013-657 Site
Work 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
EARTHWORKS COMPLETION REPORT ELLEN STIRLING PARADE, ELLENBROOK. Ellenbrook, W.A. Georgiou Group Pty Ltd
EARTHWORKS COMPLETION REPORT ELLEN STIRLING PARADE, ELLENBROOK Ellenbrook, W.A. Georgiou Group Pty Ltd GEOTPERT08050AZ-AH 27 March 2013 EARTHWORKS COMPLETION REPORT ELLEN STIRLING PARADE, ELLENBROOK Ellenbrook,
TECHNICAL NOTE: SI 01 SPECIFIC REQUIREMENTS FOR THE ACCREDITATION OF INSPECTION BODIES FOR SITE INVESTIGATION
ACCREDITATION SCHEME FOR INSPECTION BODIES TECHNICAL NOTE: SI 01 SPECIFIC REQUIREMENTS FOR THE ACCREDITATION OF INSPECTION BODIES FOR SITE INVESTIGATION Technical Note SI 01: 3 February 2016 The SAC Accreditation
Using AGS digital data transfer format D C Entwisle and S Self
Using AGS digital data transfer format D C Entwisle and S Self Synopsis UK Business model What is the AGS? What is AGS digital data transfer format? Using AGS data UK business model Client Consultant Main
GUIDELINES FOR GEOTECHNICAL INVESTIGATION OF BRIDGE STRUCTURES. Materials Engineering Report No. 2009-8M (Supersedes Report No.
GUIDELINES FOR GEOTECHNICAL INVESTIGATION OF BRIDGE STRUCTURES Materials Engineering Report No. 2009-8M (Supersedes Report No. 21) F CHOWDHURY GEOMECHANICS AND STRUCTURAL MATERIALS ENGINEER S REHMAN GEOTECHNICAL
HIGHWAYS 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
CONSTRUCTION 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
Pavements should be well drained both during and upon completion of construction. Water should not be allowed to pond on or near pavement surfaces.
Project No. 208-8719 January, 2009 Ref: 2-8719BR Anthony Hudson - Broadscale Geotechnical Investigation - Proposed Commercial Development - 52 Old Pacific Highway, Pimpama Page 32 iii) Pavements should
Assessment. Ian Uglow Technical Director, SLR Consulting [email protected]. 7 th October 2010
Peat Stability Risk and Hazard Assessment Ian Uglow Technical Director, SLR Consulting [email protected] 7 th October 2010 What goes into a Peat Stability Risk Assessment? You will need: An understanding
ANNEX D1 BASIC CONSIDERATIONS FOR REVIEWING STUDIES IN THE DETAILED RISK ASSESSMENT FOR SAFETY
ANNEX D1 BASIC CONSIDERATIONS FOR REVIEWING STUDIES IN THE DETAILED RISK ASSESSMENT FOR SAFETY ANNEX D1: BASIC CONSIDERATIONS FOR REVIEWING STUDIES IN DRA FOR SAFETY D1-1 ANNEX D1 BASIC CONSIDERATIONS
COMPENDIUM 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
Tunnelling & Underground. Specialists
Tunnelling & Underground Specialists Mined Tunnels Excavation at Ayer Rajah Avenue, Singapore Introduction Amberg & TTI Engineering Pte Ltd (AETTI) was established in Singapore in 2002 by Amberg Engineering
INSITU TESTS! Shear Vanes! Shear Vanes! Shear Vane Test! Sensitive Soils! Insitu testing is used for two reasons:!
In-situ Testing! Insitu Testing! Insitu testing is used for two reasons:! To allow the determination of shear strength or penetration resistance or permeability of soils that would be difficult or impossible
Work Type Definition and Submittal Requirements
Work Type: Geotechnical Studies Soils Analysis & Recommendations The first section, Work Type Definition, provides a detailed explanation of the work type. The second section, Work Type Submittal Requirements,
SITE INVESTIGATION FACILITIES
SITE INVESTIGATION FACILITIES Drilling Hydraulic rotary & calax drilling rigs100/150mm Diameter boreholes having drilling capacity up to 200m depth. Auger drilling 100/150mm diameter boreholes up to maximum
How 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
-SQA-SCOTTISH QUALIFICATIONS AUTHORITY HIGHER NATIONAL UNIT SPECIFICATION GENERAL INFORMATION
-SQA-SCOTTISH QUALIFICATIONS AUTHORITY HIGHER NATIONAL UNIT SPECIFICATION GENERAL INFORMATION -Unit number- 4420798 -Unit title- CONSTRUCTION TECHNOLOGY 2: SUBSTRUCTURE AND REMEDIAL WORKS -Superclass category-
REPORT. Earthquake Commission. Christchurch Earthquake Recovery Geotechnical Factual Report Merivale
REPORT Earthquake Commission Christchurch Earthquake Recovery Geotechnical Factual Report Merivale REPORT Earthquake Commission Christchurch Earthquake Recovery Geotechnical Factual Report Merivale Report
TECHNICAL SPECIFICATIONS CEMENT-BENTONITE SLURRY TRENCH CUTOFF WALL
TECHNICAL SPECIFICATIONS CEMENT-BENTONITE SLURRY TRENCH CUTOFF WALL SCOPE This section of the specifications includes requirements for the Slurry Trench Cutoff Wall and related work as indicated on the
Trevor Lloyd Director
Trevor Lloyd Director Qualifications Environmental Toxicology and Health Risk Assessment Course - Qld Centre for Public Health (1998) Quality Assurance Auditing Training Course - Bywater plc (1994) University
hs2 Ground A non-technical guide
hs2 Ground Investigations A non-technical guide Contents HS2 ground investigations 1 Essential Q&A 2 2 In-ground investigation techniques 9 2.1 Cable percussion borehole 10 2.2 Rotary core borehole 12
LICENSING OF BUILDERS - Simplified Guide
LICENSING OF BUILDERS - Simplified Guide Disclaimer This Simplified Guide outlines the Licensing of Builders under Building Control (Amendment) Act 2007 Part VA Licensing of Builders and Building Control
Geotechnical Building Works (GBW) Submission Requirements
Building Control (Amendment) Act 2012 and Regulations 2012: Geotechnical Building Works (GBW) Submission Requirements Building Engineering Group Building and Construction Authority May 2015 Content : 1.
Civil. 2. City of Seattle Supplement to the Specification for Road, Bridge and Municipal Construction, most current addition.
Design Guide Basis of Design This section applies to the design and installation of earthwork and backfill. Design Criteria No stockpiling of excavation materials is allowed unless the Geotechnical Engineer
GUIDELINE 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
Geotechnical Investigation Reports and Foundation Recommendations - Scope for Improvement - Examples
Geotechnical Investigation Reports and Foundation Recommendations - Scope for Improvement - Examples Prof. V.S.Raju (Formerly: Director, IIT Delhi & Professor and Dean, IIT Madras) Email: [email protected]
Chapter 4 SUBSURFACE INVESTIGATION GUIDELINES
Chapter 4 SUBSURFACE INVESTIGATION GUIDELINES Final SCDOT GEOTECHNICAL DESIGN MANUAL August 2008 Table of Contents Section Page 4.1 Introduction...4-1 4.2 Subsurface Investigation...4-2 4.2.1 Preliminary
c. 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,
Local Authority Building Control Technical Information Note 3 Driven and In-situ Piled Foundations
Local Authority Building Control Technical Information Note 3 Driven and In-situ Piled Foundations Cambridge City Council - East Cambridgeshire District Council - Fenland District Council, Huntingdonshire
Geotechnical Investigation using Standard Penetration Test (SPT) in Rangamati, Bandarban and Khagrachari Towns
1. Introduction 1.1 Scope of Work The Asian Disaster Preparedness Centre (ADPC) is implementing the project Seismic Hazard and Vulnerability Mapping for Rangamati, Bandarban and Khagrachari Municipality.
SPECIFICATION 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
FAN group includes NAMVARAN UPSTREAM,
INTRODUCTION Reservoir Simulation FAN group includes NAMVARAN UPSTREAM, FOLOWRD Industrial Projects and Azmouneh Foulad Co. Which of these companies has their own responsibilities. NAMVARAN is active in
NICHOLS ENVIRONMENTAL (CANADA) LTD. EDMONTON, ALBERTA STATEMENT OF QUALIFICATIONS GEO-ENVIRONMENTAL CONSULTING AND REMEDIATION
Nichols Environmental (Canada) Ltd. nicholsenvironmental.com Toll Free: 877 888 6325 Head Office: 17331-107 th Avenue Edmonton, Alberta T5S 1E5 P: 780 484 3377 F: 780 484 5093 NICHOLS ENVIRONMENTAL (CANADA)
INDIRECT 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
A new approach to rail asset management.
A new approach to rail asset management. Geotechnical and structural monitoring via satellite for the rail industry. With mounting pressures on the UK s ageing infrastructure networks from ever increasing
FINAL REPORT ON SOIL INVESTIGATION
FINAL REPORT ON SOIL INVESTIGATION FOR PROPOSED CONSTRUCTION AT SS-6B AREA AT HPCL VISAKH REFINERY VISAKHAPATNAM ANDHRA PRADESH J.J. ASSOCIATES(VISAKHAPATNAM) AETP(P) LIMITED #11-6-3, RockDale Layout,
Emergency repair of Bridge B421
Emergency repair of Bridge B421 over the Olifants River after fl ood damage INTRODUCTION AND BACKGROUND Bridge B421 is located on the R555 at km 5.03 on Section 01E between Witbank (now known as emalahleni)
Structural Audit of Buildings
International Journal of Civil Engineering Research. ISSN 2278-3652 Volume 5, Number 4 (2014), pp. 411-416 Research India Publications http://www.ripublication.com/ijcer.htm Structural Audit of Buildings
GUIDANCE NOTES FOR DEVELOPMENTS OR ENGINEERING WORKS IN THE VICINITY OF SPT SUBWAY INFRASTRUCTURE JULY 2005
GUIDANCE NOTES FOR DEVELOPMENTS OR ENGINEERING WORKS IN THE VICINITY OF SPT SUBWAY INFRASTRUCTURE JULY 2005 CONTENTS 1.0 INTRODUCTION 2.0 OVERVIEW OF SPT APPROACH TO DEVEOPMENTS/WORKS IN THE VICINITY OF
QUESTION TO AUDIENCE
Site investigation some aspects of EN1997 Part 2 David Norbury David Norbury Limited BGA Symposium Eurocode 7 Today and Tomorrow, Cambridge, England, March 2011 QUESTION TO AUDIENCE How many of you have
Module 1 : Site Exploration and Geotechnical Investigation. Lecture 5 : Geophysical Exploration [ Section 5.1 : Methods of Geophysical Exploration ]
Objectives In this section you will learn the following General Overview Different methods of geophysical explorations Electrical resistivity method Seismic refraction method 5 Geophysical exploration
ATLAS RESISTANCE Pier Foundation Systems
ATLAS RESISTANCE Pier Foundation Systems Foundation Repair Systems for Civil Construction Applications: Residential, Commercial, Industrial Atlas Resistance Piers have been used to restore and/or stabilize
New construction Repairing failed or old foundations Retrofit foundations Permanent battered piers Machinery/equipment foundations
from New construction foundations don t have to be a headache. The CHANCE Helical Pier Foundation System gives you the performance of concrete without the drawbacks and liabilities of driven piles and
WHO WE ARE FOUNDATION REPAIR
WHO WE ARE RAB Foundation Repair and Geotechnical Construction is a full-service geotechnical contractor servicing residential and commercial customers all over Florida and is an approved vendor for all
COSMOS 2012: Earthquakes in Action COSMOS 2012
COSMOS 2012 What is SFSI and why is it important? Soil issues in Earthquakes Structures where SFSI important Retaining structures (lateral earth pressure) Foundations (spread and pile footings, bearing
Pekka Bergström Senior Geotechnical Consultant
Pekka Bergström Senior Geotechnical Consultant Education GradCert.Eng in Mine Design & Planning, West Australian School of Mines, Australia MSc in Geology and Mineralogy, Oulu University, Finland Diploma
Asset Data Dictionary Definition Document Continuous Flight Auger Piles (CFA) Uniclass Classification
Asset Data Dictionary Definition Document Continuous Flight Auger Piles (CFA) Uniclass Classification Contents Introduction... 3 Asset Details... 3 Description... 3 Asset Tagging... 3 Attributes... 4 Data
Corporate Standard. Contractor Management
Corporate Standard Contents Purpose... 2 Scope... 2 Definitions... 2 Background... 3 Specific Requirements... 4 Responsibilities... 11 Review Date... 11 References... 11 Date Issued July 2010 Management
Description of Selected Services under the UN CPC system in which the EC made Market Access Commitments in the EPA
Description of Selected Services under the UN CPC system in which the EC made Market Access Commitments in the EPA 7471 Travel agency and tour operator services Services rendered for passenger travel by
THE PROVISIONAL CENTRAL PRODUCT CLASSIFICATION
THE PROVISIONAL CENTRAL PRODUCT CLASSIFICATION GROUP 867 ARCHITECTURAL, ENGINEERING AND OTHER TECHNICAL SERVICES Excerpt from CPCprov-en-Publication.doc - United Nation Statistic Division Group Class Subclass
SOUTH AFRICAN NATIONAL INSTITUTE OF ROCK MECHANICS CHAMBER OF MINES OF SOUTH AFRICA CERTIFICATE IN ROCK MECHANICS PART 4
SOUTH AFRICAN NATIONAL INSTITUTE OF ROCK MECHANICS CHAMBER OF MINES OF SOUTH AFRICA CERTIFICATE IN ROCK MECHANICS PART 4 ROCK MECHANICS PRACTICAL (SURFACE AND UNDERGROUND) SYLLABUS PREAMBLE... 5 TOPIC
Company capability. Site works Cable percussion drilling Rotary drilling Dynamic sampling Trial pitting In situ testing
Onshore site investigations for new nuclear build companies (EDF Energy) and Wylfa, Anglesey (Horizon Nuclear Power) Ground investigation at Loch Lomond for A82 realignment for Transport Scotland Ground
Ground-borne Vibrations and Ground Settlements Arising from Pile Driving and Similar Operations
Buildings Department Practice Note for Authorized Persons, Registered Structural Engineers and Registered Geotechnical Engineers APP-137 Ground-borne Vibrations and Ground Settlements Arising from Pile
Geotechnical Investigation Test Report
Geotechnical Investigation Test Report Report No. htsc/rcd/ 3457 Dated: - 20/03/2010 Asphalt Standard Penetration Test as per IS 2131 ------------- IS 6403 Soil Job Card No - 1649 Cement Client/Department
NuGeneration Ltd Site Investigations
NuGeneration Ltd Site Investigations Introducing the site assessment and radiological characterisation project NuGen has commissioned an engineering consortium - which is a joint venture of IBERDROLA Ingeniería
Rockhampton Office Brisbane Office Tarong Site. Barron Gorge Hydro PS Kareeya Hydro PS Mica Creek PS
Business Procedure HS Contract Management Document Number OHS-PROC-136 This document applies to the following site(s): Rockhampton Office Brisbane Office Tarong Site Barron Gorge Hydro PS Kareeya Hydro
STRUCTURES. 1.1. Excavation and backfill for structures should conform to the topic EXCAVATION AND BACKFILL.
STRUCTURES 1. General. Critical structures may impact the integrity of a flood control project in several manners such as the excavation for construction of the structure, the type of foundation, backfill
Reliability of Estimated Anchor Pullout Resistance. Yasser A. Hegazy, M. ASCE 1
Reliability of Estimated Anchor Pullout Resistance Yasser A. Hegazy, M. ASCE 1 Abstract In anchor pullout design, conservative soil and rock shear strength parameters are usually adopted. Presumptive values
SEBENICO ATSI COMPANY OVERVIEW
Capability Statement SEBENICO ATSI Sebenico ATSI in line with our Aboriginal principles will implement solid processes and good governance to bring together Indigenous and Non indigenous people to work
2009 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
Guide 11. Geotechnical & Geoenvironmental Site Investigation. BAJR Practical Guide Series IAN FARMER ASSOCIATES Frigga Kruse, M.Sc.
Geotechnical & Geoenvironmental Site Investigation Guide 11 BAJR Practical Guide Series IAN FARMER ASSOCIATES Frigga Kruse, M.Sc., PIFA 2006 held by authors What is site investigation? 1 What comprises
Site Investigation. Some unsung heroes of Civil Engineering. buried right under your feet. 4. Need good knowledge of the soil conditions
This is an attempt to create a stand alone self learning module on site investigation. Fasten your seat belts. Sit back, relax and enjoy. 1 2 Site Investigation Some unsung heroes of Civil Engineering
INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 3, No 3, 2013
INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 3, No 3, 2013 Copyright by the authors - Licensee IPA- Under Creative Commons license 3.0 Research article ISSN 0976 4399 Reliability of
TENDER NO: PSER:SCT:SNG-C1667:15 VOLUME III PRICE SCHEDULE (REV-00)
TENDER NO: PSER:SCT:SNG-C1667:15 VOLUME III PRICE SCHEDULE (REV-00) FOR Topographical Survey and Geo-Technical Investigation of 1 x 600 MW Unit # 03 Singareni Thermal Power Plant at Adilabad, Telengana.
S OIL C ONSULTANTS LTD
S OIL C ONSULTANTS LTD Ground Investigation Geotechnical Analysis Environmental Appraisal Tel: 01255 241639 Fax: 0871 528 9424 e-mail: [email protected] Haven House Albemarle Street Harwich
RESUME Lee A. Knuppel, P.E.
RESUME Lee A. Knuppel, P.E. OFFICE: EDUCATION: LEE A. KNUPPEL AND ASSOCIATES, Inc. 7770 Cooper Road, Suite 7 Montgomery, Ohio 45242 (513) 793-4222 Graduate: UCLA, Los Angeles, CA M.S. in Civil Engineering,
Use and Application of Piezocone Penetration Testing in Presumpscot Formation
Use and Application of Piezocone Penetration Testing in Presumpscot Formation Craig W. Coolidge, P.E. Summit Geoengineering Services, Rockland, Maine ABSTRACT: This paper examines the advantages and limitations
MASS STABILIZATION of. peat, mud and contaminated sediments. Geoteknikerdag Juni 1st & 2nd 2007 Mikko Leppänen & Jorma Havukainen Ramboll Finland Oy
MASS STABILIZATION of peat, mud and contaminated sediments Ramboll Finland Oy Principle of the mass stabilization method Embankment Geotextile Torv Peat/ mud/ clay Sand/Morän Sand/Moraine Mass stabilized
Helical Piles. A Practical Guide to Design and Installation
Brochure More information from http://www.researchandmarkets.com/reports/2216946/ Helical Piles. A Practical Guide to Design and Installation Description: An unbiased, comprehensive review of helical pile
DIVISION M PROFESSIONAL, SCIENTIFIC AND TECHNICAL SERVICES
DIVISION M PROFESSIONAL, SCIENTIFIC AND TECHNICAL SERVICES The Professional, Scientific and Technical Services Division includes units mainly engaged in providing professional, scientific and technical
Federation of Piling Specialists July 2010
Examples of Hazards associated with Piling and Diaphragm Walling Works and how these might be managed within the design phase of a project (neither exhaustive nor exclusive) This list of examples has been
Application Form - Contracting Firm
Application Form - Contracting Firm This form is for civil construction and general contracting companies to apply for membership of Civil Contractors New Zealand Company s details CCNZ Branch you want
A GUIDEBOOK TO THE CHANGES IN BUILDING CONTROL 2007/2008. Building and Construction Authority
A GUIDEBOOK TO THE CHANGES IN BUILDING CONTROL 2007/2008 Building and Construction Authority For reference, this is the version as of 31 Mar 2009 Copyright @ 2009 Building and Construction Authority, Singapore.
Site Investigation. C. R. I. Clayton, M. C. Matthews and N. E. Simons. Second Edition. Department of Civil Engineering, University of Surrey
Site Investigation Second Edition C. R. I. Clayton, M. C. Matthews and N. E. Simons Department of Civil Engineering, University of Surrey Contents Preface 1 Planning and procurement Introduction Objectives
Engineered, Time-Tested Foundation Repairs for Settlement in Residential and Light Commercial Structures. The Leading Edge.
TM TM Engineered, Time-Tested Foundation Repairs for Settlement in Residential and Light Commercial Structures. SM The Leading Edge. 10 One Major Causes of foundation settlement or more conditions may
Micropiles Reduce Costs and Schedule for Merchant RR Bridge Rehabilitation
Micropiles Reduce Costs and Schedule for Merchant RR Bridge Rehabilitation Jeff R. Hill, P.E. Hayward Baker Inc. 111 W. Port Plaza Drive Suite 600 St. Louis, MO 63146 314-542-3040 [email protected]
AN AEM TOOL FOR THE EVALUATION OF UNDESIGNED WASTE STORAGE FACILITIES
AN AEM TOOL FOR THE EVALUATION OF UNDESIGNED WASTE STORAGE FACILITIES REFERENCE National Handbook of Conservation Practices Code NY313 Waste Storage Facility. INTRODUCTION CAFO permits require an Agricultural
Geotechnical Data Management
Geotechnical Data Management The History, Development and Future of the AGS Data Format Stephen Walthall Chairman AGS Data Format Subcommittee Bechtel Today s Presentation Introduce you to the AGS Data
Chittagong Hill Tract Development Facilities (CHTDF) United Nations Development Programme
Chittagong Hill Tract Development Facilities (CHTDF) United Nations Development Programme Main Report Deliverable 02 Sub-Surface Properties of Soil Development in Rangamati, Bandarban and Khagrachari Municipality
7. Do you perform any out of state work?... If yes, in what states and provide details of work performed
Applicant s Name* (*If more than one entity, attach separate sheet with description of each entity s operations, relationship to each other and ownership.) Contractors Application Agent Applicant Mailing
Single Project Professional Indemnity Insurance Proposal Form. Note: This is a proposal form for a claims made policy
Single Project Professional Indemnity Insurance Proposal Form Note: This is a proposal form for a claims made policy Please provide any necessary explanations or additional details by attaching separate
Machine Foundation Design
Machine Foundation Design As the structural engineer who recently designed the machine foundation for one of the largest vertical turning and milling centers in the country, in addition to over 250 other
SECTION 02732 CLEANING AND CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION OF SEWER PIPE
SECTION 02732 CLEANING AND CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION OF SEWER PIPE PART 1 - GENERAL 1.01 WORK INCLUDED A. This section covers the initial and final cleaning, and the initial and final
Procurement requirements for reducing waste and using resources efficiently
Guidance for building and civil engineering projects Procurement requirements for reducing waste and using resources efficiently Model procurement wording for clients and contractors to cut waste on construction
and the design of construction working platforms
Federation A presentation to the Australian Geomechanics Society Victoria i Branch 11 August 2010 Dr Stephen Buttling Piling rig bearing pressures and the design of construction working platforms 1 The
A Guide to Structural Waterproofing
A Guide to Structural Waterproofing Part One Waterproofing Protection For Below Ground Structures 1 2012 W. R. Grace & Co Benjamin J. Brooks Table of Contents Grace Around The World Reference Material
TECHNICAL 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
Schedule of Accreditation issued by United Kingdom Accreditation Service 21-47 High Street, Feltham, Middlesex, TW13 4UN, UK
ccredited to Laboratory locations: Schedule of ccreditation United Kingdom ccreditation Service 21-47 High Street, Feltham, Middlesex, TW13 4UN, UK skern Road arcroft Doncaster South Yorkshire DN6 8DG
Horizon Survey and Geotechnical Companies
Oil & Gas Directory Middle East - 2013 147 Horizon Survey and Geotechnical Companies Corporate P r ofile OUR PEDIGREE Horizon provides comprehensive survey and geotechnical services to the offshore industry
Building Electrical Infrastructure
Building Electrical Infrastructure Industrial & Commercial Connections, Industrial / Urban Residential Development, Asset Relocation, Street Lighting Our Company Our vision is to combine electrical engineering
Geotechnical 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
SPL. Consultants Limited CORPORATE PROFILE ENGINEERING SOLUTIONS
SPL Consultants Limited CORPORATE PROFILE ENGINEERING SOLUTIONS SPL Consultants Limited is a full service consulting firm, headquartered in Toronto, Ontario with branch offices in Markham, Cambridge, Vaughan,
