New construction Repairing failed or old foundations Retrofit foundations Permanent battered piers Machinery/equipment foundations
|
|
|
- Grant Floyd
- 10 years ago
- Views:
Transcription
1 from
2 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 drilled shafts. The helical pier foundation can be devised to resist or support any load or application. And it s fast. It can be installed with lightweight construction equipment and loaded immediately. There s no concrete curing time, and predefined capacities are predictable, putting you in control. Approved by national building code agencies BOCA, ICBO, SBCCI, CCMC and ICC, the CHANCE helical pier and tension anchor has become the deep foundation system of choice for architects, builders, contractors, engineers and geotechnical firms. The CHANCE Helical Pier Foundation System is perfect for a wide range of commercial, industrial, institutional and residential applications from new homes and high-rise structures to sound walls, communication towers and bridges. Here are just a few applications: New construction supporting foundation grade beams, column bases, compression, tension and concrete slabs. Repairing failed or old foundations using time-tested engineering solutions. Retrofit foundations in existing structures where new loads are being added or under existing concrete slab. Permanent battered piers to take lateral loads, including wind and seismic. Machinery/equipment foundations for immediate loading with increased capacity. Wind and seismic loading applications such as sound walls, billboards, communication towers, etc. Foundation support in tight access or inaccessible areas, primarily vertical axial compression loading. Permanent or temporary foundation structural shoring, primarily vertical compression loading. Permanent tension hold downs for wind and seismic loads. Foundations in noise-sensitive areas where vibration is a concern.
3 The CHANCE helical pier is a segmented deep foundation system with helical bearing plates welded to a central shaft. Load is transferred from the shaft to the soil through these bearing plates. As a result of their true helical shape, the helices do not auger into the soil but rather screw into it with minimal disturbance. The first section, called the Lead Section, contains the helical plates. The Lead Section can consist of one to four helices. If required, additional helices can be added with the use of Helical Extensions. Plain Extensions are then added until the Lead Section penetrates the bearing strata and the necessary or appropriate torque is achieved. The helical pier foundation is preferred over driven piles, drilled shafts, grouted tendons, auger-cast piles, belled piers and other deep foundation systems for a number of compelling reasons: The Shape of Stability The true helix geometry of each steel bearing plate minimizes soil disturbance during installation. Fast installation and immediate loading. Pre-engineered system. Eliminates high-mobilization costs associated with driven piles, drilled shafts or auger-cast piles. Instant torque-to-capacity feedback for production control. Easily modified in the field. No need for concrete to cure. Uses common construction equipment easily fitted with hydraulically-driven torque motors. Easy to use in limited access sites, high water tables and weak surface soils. No need to remove spoils. No casings required for flowable sands, soft clays or organic soils. Minimizes soil disturbance during installation. Installs in any weather. No vibration. Environmentally friendly. Hot dipped galvanizing to ASTM A-153. ISO 9001 certification.
4 SS (SQUARE SHAFT) PIERS and ANCHORS Includes 1-1/2, 1-3/4, 2, and 2-1/4 square shafts. Features extension shafts with upset sockets to lengthen anchors. HS (HOLLOW SHAFT) PIERS and ANCHORS Uses 2-7/8 and 3-1/2 pipe shafts for a wide array of foundation applications. SS & HS COMBO PIERS and ANCHORS Adapters take all square shaft products and couple them with the 2-7/8 or 3-1/2 extensions. This allows a greater variety of uses for the helical pier.
5 HELICAL EXTENSION Helical extensions with increasing diameters used to reach competent load-bearing soil. NEW CONSTRUCTION BRACKET Transfers load of structure to helical pier. Helical Pier Size Torque Rating Ultimate Capacity* Type inches ft-lb kip (mm) (N-m) (kn) SS (38.1) 5,500 (7,500) 55 (245) SS (38.1) 7,000 (9,500) 70 (312) SS (44.5) 10,000 (13,600) 100 (445) SS (50.8) 15,000 (20,300) 150 (668) SS (57.2) 20,000 (27,100) 200 (890) 278 Hollow Shaft (73.0) 5,500 (7,500) 60** (267) HS , Hollow Shaft (88.9) (14,900) (343) * The Ultimate Capacity is based on the Installation Torque-Capacity relationship in soil. ** The 278 Ultimate Capacity is based on the shaft bearing directly on rock. For more detailed design information, contact your local Civil Construction distributor found at and request a Helical Screw Foundation Design Manual for New Construction. Calculate bearing capacities using our exclusive HeliCAP Engineering Software. Demo available at
6 Since 1912, Chance has been the international leader in earth anchoring. Our helical piers and anchors are used worldwide to secure soil retention projects and deep foundation applications such as residential and commercial buildings, tower foundations and heavy equipment foundations. Engineered for dependability and long-term stability, CHANCE helical piers and anchors feature exclusive anchoring techniques, tools, designs and sizes that make other foundation methods a thing of the past. Approved by all national building code agencies, CHANCE helical piers and anchors are your first line of defense against poor soil conditions, landslides, floods and time. With nearly 400 dealers and distributors worldwide, Chance is ready to provide you everything you need to get the job done right. Chance offers engineering guidance, field supervision, accessibility, warehouses, material traceability, AWC-certified welders, technical support and complete documentation. Ask a distributor near you for our comprehensive design manual (hardcopy or CD) or download a complete CSI Manu-Spec online. Demand a better foundation today. Locate your nearest distributor at Our tagline is our promise. CHANCE helical piers and anchors go down with power into the ground and are accurate, level and right the first time. The result is solid stability.
7
8 A.B. CHANCE, a Division of Hubbell Power Systems, Inc. 210 N. Allen, Centralia, MO USA [email protected] Tel: 573/ Fax: 573/ ISO 9001:2000 Certificate No Because Hubbell has a policy of continuous product improvement, we reserve the right to change design and specifications without notice. Copyright 2005 Hubbell, Inc. / Printed in USA / A&J30M3/05 / Bulletin
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
A Solid Foundation Solution for Homeowners. from. Our products are made with 90% Recycled Material Down. Right. Solid. GREEN.
A Solid Foundation Solution for Homeowners from Our products are made with 90% Recycled Material Down. Right. Solid. GREEN. Stop the damaging effects of foundation settling... Sinking foundations, cracked
System. Stability. Security. Integrity. 150 Helical Anchor
Model 150 HELICAL ANCHOR System PN #MBHAT Stability. Security. Integrity. 150 Helical Anchor System About Foundation Supportworks is a network of the most experienced and knowledgeable foundation repair
Stability. Security. Integrity.
Stability. Security. Integrity. PN #MBHPT Foundation Supportworks provides quality helical pile systems for both new construction and retrofit applications. 288 Helical Pile System About Foundation Supportworks
Transmission Foundations. helical piles and guy anchors for transmission structures. www.hubbellpowersystems.com
Transmission Foundations helical piles and guy anchors for transmission structures www.hubbellpowersystems.com Grid locked on your transmission job? Instant Foundation helical piles go places concrete
LEGACY REPORT ER-5110. www.icc-es.org. ICC Evaluation Service, Inc. Reissued November 1, 2003. Legacy report on the 1997 Uniform Building Code
LEGACY REPORT Reissued November 1, 2003 ICC Evaluation Service, Inc. www.icc-es.org Business/Regional Office # 5360 Workman Mill Road, Whittier, California 90601 # (562) 699-0543 Regional Office # 900
High Capacity Helical Piles Limited Access Projects
High Capacity Helical Piles Limited Access Projects Tel 403 228-1767 Canada, USA, Russia Brendan ODonoghue 519 830-6113 Presentation Summary 1. Helical piles Background on large diameter shafts and helices
The Stabilizer TM. Benefits. www.griptite.com. Supplemental support system for sagging beams and floor joists within a crawl space
The Stabilizer TM Supplemental support system for sagging beams and floor joists within a crawl space Pre-drilled holes in steel plate allow for connection to beam or floor joists. Benefits Levels and
INTRODUCTION. Intro-1. Copyright 2003 Hubbell, Inc. Helical Screw Foundation System Design Manual for New Construction A.B.
INTRODUCTION Definition: Helical Screw Foundation The helical screw foundation can be devised into a deep foundation system to support or resist any load or application. Installed by lightweight mobile
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
Comprehensive Design Example 2: Foundations for Bulk Storage Facility
Comprehensive Design Example 2: Foundations for Bulk Storage Facility Problem The project consists of building several dry product storage silos near an existing rail siding in an open field presently
ENGINEERED FOUNDATIONS. Department of Public Works Jeff Hill, PE
ENGINEERED FOUNDATIONS Department of Public Works Jeff Hill, PE What is an engineered foundation. A Foundation Design Developed by a Trained Professional (Engineer) Types of Foundations (All of which can
DIVISION: 31 00 00 EARTHWORK SECTION: 31 63 00 BORED PILES REPORT HOLDER: HUBBELL POWER SYSTEMS, INC.
0 ICC ES Report ICC ES (800) 4 6587 (56) 699 054 www.icc es.org 000 Most Widely Accepted and Trusted ESR 794 Reissued 05/05 This report is subject to renewal 05/06. DIVISION: 00 00 EARTHWORK SECTION: 6
Transmission Foundations Case History : Helical piles Hydro One Networks Inc.
Transmission Foundations Case History : Helical piles Hydro One Networks Inc. www.hubbellpowersystems.com Late in 2008, an aerial patrol discovered three 500kV towers with partially-collapsed foundations
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
SECTION 1 GENERAL REQUIREMENTS
Page 1 of 6 SECTION 1 GENERAL REQUIREMENTS 1. SCOPE OF WORK: The work to be performed under the provisions of these documents and the contract based thereon includes furnishing all labor, equipment, materials,
Now That s IDEAL. Now That s IDEAL. LISTEN. RESEARCH. DESIGN. DELIVER.
The Leading Edge SM At IDEAL, we try not to complicate things. We discover needs and problems, then work out solutions. It takes real teamwork to accomplish truly great things. That s you and us, working
How to Design Helical Piles per the 2009 International Building Code
ABSTRACT How to Design Helical Piles per the 2009 International Building Code by Darin Willis, P.E. 1 Helical piles and anchors have been used in construction applications for more than 150 years. The
PTS HELICAL PIERS INSTALLATION SPECIFICATIONS NOTICE
FORM A PTS HELICAL PIERS INSTALLATION SPECIFICATIONS NOTICE The following suggested specifications are written as a guide to assist the specifier in writing his own specifications. Specific circumstances
Up-Down Construction Utilizing Steel Sheet Piles and Drilled Shaft Foundations
Up-Down Construction Utilizing Steel Sheet Piles and Drilled Shaft Foundations Nathan A. Ingraffea, P.E., S.E. Associate, KPFF Consulting Engineers, Portland, Oregon, USA Abstract The use of steel sheet
Helical Foundation Systems
Helical Foundation Systems The leading edge in helical foundations MacLean-Dixie The Leading Edge MacLean-Dixie s helical foundation systems offer the leading edge. If you re still considering concrete
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]
USE OF MICROPILES IN TEXAS BRIDGES. by John G. Delphia, P.E. TxDOT Bridge Division Geotechnical Branch
USE OF MICROPILES IN TEXAS BRIDGES by John G. Delphia, P.E. TxDOT Bridge Division Geotechnical Branch DEFINITION OF A MICROPILE A micropile is a small diameter (typically less than 12 in.), drilled and
RAM JACK INTRODUCTION
RAM JACK INTRODUCTION PROVEN BUSINESS MODEL Billions of dollars in damages are caused by inferior soils each year. How much of this business are you profiting from? Our business systems have proven to
Helical Pier Foundation System U.S. Patents 5,011,336; 5,120,163; 5,213,448
Helical Pier Foundation System U.S. Patents 5,011,336; 5,120,163; 5,213,448 Technical Manual Contents Helical Pier Foundation System History Research and Development Advantages Theory of Foundation Anchor
Page B-1 Hubbell Power Systems, Inc. All Rights Reserved Copyright 2014 LOAD TESTS
Page B-1 Hubbell Power Systems, Inc. All Rights Reserved Copyright 2014 Appendix B CONTENTS STATIC (TIEBACKS)... B-3 STATIC AXIAL (COMPRESSION/TENSION)... B-6 STATIC (LATERAL)... B-9 CAPACITY VERIFICATION
CITY OF LOS ANGELES CALIFORNIA
BOARD OF BUILDING AND SAFETY COMMISSIONERS VAN AMBATIELOS PRESIDENT E. FELICIA BRANNON VICE PRESIDENT JOSELYN GEAGA-ROSENTHAL GEORGE HOVAGUIMIAN JAVIER NUNEZ CITY OF LOS ANGELES CALIFORNIA ERIC GARCETTI
Helical Piles and Anchors Hydraulically Driven Push Piers Polyurethane Injection Supplemental Support Systems
Helical Piles and Anchors Hydraulically Driven Push Piers Polyurethane Injection Supplemental Support Systems FSI Technical Manual Second Edition July 2014 NOTICE AND DISCLAIMER The information contained
Step 11 Static Load Testing
Step 11 Static Load Testing Test loading is the most definitive method of determining load capacity of a pile. Testing a pile to failure provides valuable information to the design engineer and is recommended
Evaluation Report CCMC 13102-R Pieux Vissés Vistech / Postech Screw Piles
Evaluation Report CCMC 13102-R Pieux Vissés Vistech / Postech Screw Piles 1. Opinion 1of 6 MASTERFORMAT: 31 62 16.01 Evaluation issued: 2003-02-13 Re-evaluated: 2015-03-13 Re-evaluation due: 2018-02-13
Designed and Engineered to Perform
History EARTH CONTACT PRODUCTS, L.L.C., is a family owned company, based in Olathe, Kansas. This company was built upon Don May s U.S. Patented fourth-generation Steel Piering System that has led to the
Figure A-1. Figure A-2. continued on next page... HPM-1. Grout Reservoir. Neat Cement Grout (Very Flowable) Extension Displacement Plate
Addendum HELICAL PULLDOWN Micropile (HPM) Introduction The HPM is a system for constructing a grout column around the shaft of a standard Helical Screw Foundation (see Figure A1). To begin the process,
Safe & Sound Bridge Terminology
Safe & Sound Bridge Terminology Abutment A retaining wall supporting the ends of a bridge, and, in general, retaining or supporting the approach embankment. Approach The part of the bridge that carries
Quick fix for frost heave:
Quick fix for frost heave: HELICAL PILES Megan Milbradt Civil Engineer Basin Electric Power Shane Vasbinder Civil Engineer Basin Electric Power Concrete piers were 6 inches to 2 feet out of the ground.
World Leader in earth anchoring since 1907. for Residential and Commercial Construction and Repairs
Bulletin 01-9901 Rev. 02/03 POWER SYSTEMS, INC. World Leader in earth anchoring since 1907 INSTANT FOUNDATION Systems for Residential and Commercial Construction and Repairs with the speed of steel for
load on the soil. For this article s examples, load bearing values given by the following table will be assumed.
How Many Piers? By Gary Collins, P.E. A clear-cut guide to helical pier spacing Introduction Helical pier spacing is not an exact science. How many does it take to support a structure adequately or repair
TYPES OF PIERS USED IN NORTH AND EAST TEXAS RESIDENTIAL FOUNDATION REPAIR
TYPES OF PIERS USED IN NORTH AND EAST TEXAS RESIDENTIAL FOUNDATION REPAIR If you listen to the hype, it sounds like there must be 20 or 30 different types of piers out there. Company A says they have an
Pro-Lift Steel Pile Foundation Repair
Pro-Lift Steel Pile Foundation Repair Pro-Lift Steel Pile Foundation Repair System Pro-lift steel piles are designed for the stresses of Texas soils. They can have multiple steel walls, depending on the
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
Foundations 65 5 FOUNDATIONS. by Richard Chylinski, FAIA and Timothy P. McCormick, P.E. Seismic Retrofit Training
Foundations 65 5 FOUNDATIONS by Richard Chylinski, FAIA and Timothy P. McCormick, P.E. 66 Foundations Foundations 67 FOUNDATIONS Let's assume that the retrofit has been done correctly from the roofline
High 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
Foundation Requirements and Recommendations for Elevated Homes Hurricane Sandy Recovery Fact Sheet
Foundation Requirements and Recommendations for Elevated Homes Hurricane Sandy Recovery Fact Sheet May 2013 www.fema.gov Many homes in New York and New Jersey damaged during Hurricane Sandy experienced
Design and Construction of Auger Cast Piles
Design and Construction of Auger Cast Piles 101 th Annual Road School 2015 3/11/2015 Malek Smadi, Ph.D., P.E. Principal Engineer - GEOTILL - Fishers, IN [email protected] - www.geotill.com CONTENTS 1.
PRODUCT DRAWINGS AND RATINGS Section 7
PRODUCT DRAWINGS AND RATINGS Section 7 CONTENTS ATLAS RESISTANCE PIERS 7-1 PIER PIPE SHAFTS 7-1 REMEDIAL REPAIR BRACKETS for ATLAS RESISTANCE PIERS 7-2 ACCESSORIES for ATLAS RESISTANCE PIERS 7-6 CHANCE
6 RETROFITTING POST & PIER HOUSES
Retrofitting Post & Pier Houses 71 6 RETROFITTING POST & PIER HOUSES by James E. Russell, P.E. 72 Retrofitting Post & Pier Houses Retrofitting Post & Pier Houses 73 RETROFITTING POST AND PIER HOUSES This
Chapter 3 Pre-Installation, Foundations and Piers
Chapter 3 Pre-Installation, Foundations and Piers 3-1 Pre-Installation Establishes the minimum requirements for the siting, design, materials, access, and installation of manufactured dwellings, accessory
DESIGNING STRUCTURES IN EXPANSIVE CLAY
DESIGNING STRUCTURES IN EXPANSIVE CLAY A GUIDE FOR A RCHITECTS AND E NGINEERS Table of Contents 1. Introduction Page 1 2. Common Foundation Systems Page 2 3. Drilled Piers Page 3 a. Skin Friction Piers
DESIGN, INSTALLATION AND TESTING OF HELICAL PILES & ANCHORS. Presented by: Donald A. Deardorff, P.E. CHANCE Civil Construction Centralia, MO USA
DESIGN, INSTALLATION AND TESTING OF HELICAL PILES & ANCHORS Presented by: Donald A. Deardorff, P.E. CHANCE Civil Construction Centralia, MO USA Historical Perspective 1 st Recorded Screw Pile was by Alexander
MANUFACTURED HOUSING USED AS DWELLINGS
MANUFACTURED HOUSING USED AS DWELLINGS SECTION AE101 SCOPE AE101.1 General. These provisions shall be applicable only to a manufactured home used as a single dwelling unit and shall apply to the following:
METHOD 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
ICC-ES Evaluation Report
ICC-ES Evaluation Report ESR-2369 Reissued May 1, 2010 This report is subject to re-examination in one year. www.icc-es.org (800) 423-6587 (562) 699-0543 A Subsidiary of the International Code Council
Underpinning Systems 14.1 FOUNDATION REPAIR. Helical Piles
Helical Piles Howard A. Perko Copyright 0 2009 by John Wiley & Sons, Inc. All rights reserved. C h a p t e r 14 Underpinning Systems There has been tremendous growth in the use of helical piles for underpinning
Design, 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
EVALUATING INSTALLATION DISTURBANCE OF HELICAL ANCHORS IN CLAY FROM FIELD VANE TESTS
EVALUATING INSTALLATION DISTURBANCE OF HELICAL ANCHORS IN CLAY FROM FIELD VANE TESTS Alan J. Lutenegger, John Erikson and Nicholas Williams, Department of Civil & Environmental Engineering, University
vulcanhammer.net This document downloaded from
This document downloaded from vulcanhammer.net since 1997, your source for engineering information for the deep foundation and marine construction industries, and the historical site for Vulcan Iron Works
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
Draft Table of Contents. Building Code Requirements for Structural Concrete and Commentary ACI 318-14
Draft Table of Contents Building Code Requirements for Structural Concrete and Commentary ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318 14) Chapter 1 General 1.1 Scope of ACI 318
Residential Deck Safety, Construction, and Repair
Juneau Permit Center, 4 th Floor Marine View Center, (907)586-0770 This handout is designed to help you build your deck to comply with the 2006 International Residential Building code as modified by the
TECHNICAL SPECIFICATION SERIES 8000 PRECAST CONCRETE
TECHNICAL SPECIFICATION SERIES 8000 PRECAST CONCRETE TECHNICAL SPECIFICATION PART 8000 - PRECAST CONCRETE TABLE OF CONTENTS Item Number Page 8100 PRECAST CONCRETE CONSTRUCTION - GENERAL 8-3 8101 General
PC-Concrete Injectable Concrete Anchoring and Repair System
PC-Concrete Injectable Concrete Anchoring and Repair System DESCRIPTION: PC-Concrete is a two component (1:1 ratio), 100% solids, high modulus, structural epoxy paste. PC-Concrete is a solvent free, no
GEORGE J. CAMBOURAKIS, P.E., C. ENG. PRESIDENT & CHIEF STRUCTURAL ENGINEER
GEORGE J. CAMBOURAKIS, P.E., C. ENG. PRESIDENT & CHIEF STRUCTURAL ENGINEER Professional Experience: Pride and Passion in the Art of Structural Engineering since 1979. Professional Registration: Professional
BUTE Department of Construction Management and Technology
BUTE Department of Construction Management and Technology 02.10.2012 Definition 1: Foundation: The structure, that transmits the load of the building to the soil Definition 2: Load bearing soil (strata):
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.
TZ WEDGE ANCHOR FOR CRACKED AND UNCRACKED CONCRETE
SECTION 2.2 PAGE 1 / 9 l DESCRIPTION UCAN TZ torque controlled mechanical expansion wedge anchors have a Category 1 classification. They are used to resist static, wind and seismic tension and shear loads
HELICAL SCREW PILES (HSP) CAPACITY FOR AXIAL CYCLIC LOADINGS IN COHESIVE SOILS
4 th International Conference on Earthquake Geotechnical Engineering June 25-28, 27 Paper No. 1567 HELICAL SCREW PILES (HSP) CAPACITY FOR AXIAL CYCLIC LOADINGS IN COHESIVE SOILS M. Hesham EL NAGGAR 1,
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)
For a Coastal Site. A Pier-and-Beam Foundation. Our company specializes in oceanfront
A Pier-and-Beam Foundation For a Coastal Site Where unstable soil and periodic tidal flooding are a concern, helical piers topped with a concrete stem wall rise to the challenge by Fred Ambrose Our company
What is QuickBase? Traditional foundations (left) compared with QuickBase (right)
QuickBase is an innovative new foundation and floor system for conservatories and lightweight structures which was launched in prototype form at last year s Interbuild exhibition, where it was hailed as
Structural Foundation System
Structural Foundation System SLABTEK, a technological advancement in foundation designs for residential and lightweight commercial structures SlabTek is a patent allowed process for concrete foundations
SUPPLEMENTAL TECHNICAL SPECIFICATIONS BI-DIRECTIONAL STATIC LOAD TESTING OF DRILLED SHAFTS
July 14, 2015 1.0 GENERAL BI-DIRECTIONAL STATIC LOAD TESTING OF DRILLED SHAFTS This work shall consist of furnishing all materials, equipment, labor, and incidentals necessary for conducting bi-directional
Baton Rouge Foundation Repair
Baton Rouge Foundation Repair 13822 Florida Blvd Bldg 3 Baton Rouge, LA 70819 Baton Rouge Foundation Repair offers services to correct the settlement of both Slab foundations and Pier & Beam foundations
ITEM #0702770 OSTERBERG CELL LOAD TESTING OF DRILLED SHAFT
ITEM #0702770 OSTERBERG CELL LOAD TESTING OF DRILLED SHAFT Description: This work shall consist of furnishing all materials, equipment and labor necessary for conducting an Osterberg Cell (O-Cell) Load
The International Workshop on Micropiles, 2007
MICROPILE FOUNDATION REPAIR AND UNDERPINNING, ARTS AND SCIENCE MUSEUM, UNIVERSITY OF PUERTO RICO, MAYAGUEZ Presented at: International Society of Micropiles (ISM) The International Workshop on Micropiles,
Strengthening of Large Storage Tank Foundation Walls in an Aggressive Environment by External Post-tensioning. May 7th 2013: Dominique Deschamps
Strengthening of Large Storage Tank Foundation Walls in an Aggressive Environment by External Post-tensioning May 7th 2013: Dominique Deschamps Scope of the paper Presentation of the project Cause of cracks
FOUNDATION TECHNICAL CATEGORY 3 (TC3) AUGUST 2012
FOUNDATION TECHNICAL CATEGORY 3 (TC3) AUGUST 2012 Building and Housing has published technical guidance for foundation repairs and reconstruction for residential properties in green zone Foundation Technical
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
symptoms of a faulty foundation
symptoms of a faulty foundation How does drought impact your home's foundation? For many Texas families, their home becomes the single largest investment and also the family fortune. The home's foundation
Copyright by W. Tom Witherspoon. All Rights Reserved. Soil Stabilzation of Oklahoma, Inc
Copyright by W. Tom Witherspoon All Rights Reserved LOAD CAPACITY TESTING AND ANALYSIS OF RESIDENTIAL UNDERPINNING SYSTEMS IN EXPANSIVE CLAY ENVIRONMENT by WILLIAM THOMAS WITHERSPOON Presented to the Faculty
FOR. by The Structural Committee of The Foundation Performance Association www.foundationperformance.org Houston, Texas. Document # FPA-SC-01-0
Issued for Website Publishing Foundation Performance Association - Structural Committee Page 1 of 41 FOUNDATION DESIGN OPTIONS FOR RESIDENTIAL AND OTHER LOW-RISE BUILDINGS ON EXPANSIVE SOILS by The Structural
REHABILITATION OF THE FIGUEIRA DA FOZ BRIDGE
REHABILITATION OF THE FIGUEIRA DA FOZ BRIDGE A.Rito Proponte, Lda, Lisbon, Portugal J. Appleton A2P Consult, Lda, Lisbon, Portugal ABSTRACT: The Figueira da Foz Bridge includes a 405 m long cable stayed
UNDERPINNING OF NEW STUDENT HOUSING BUILDING USING MICROPILES, NORTH CAROLINA USA
UNDERPINNING OF NEW STUDENT HOUSING BUILDING USING MICROPILES, NORTH CAROLINA USA John R. Wolosick, P.E.,D.GE 1, Michael W. Terry, P.E. 2, W. David Kirschner 3 and Robert F. Scott Jr. P.E. 4 SYNOPSIS In
Soil Screw Design Manual Edition 2
Soil Screw Design Manual Edition 2 Page TOC-1 Hubbell Power Systems, Inc. All Rights Reserved Copyright 2015 CONTENTS CONTENTS TABLE of CONTENTS INTRODUCTION and APPLICATIONS Section 1 PURPOSE AND SCOPE...
Elevating Your House. Introduction CHAPTER 5
CHAPTER 5 Elevating Your House Introduction One of the most common retrofitting methods is elevating a house to a required or desired Flood Protection Elevation (FPE). When a house is properly elevated,
Helical Pier Foundations
Screw piers are a cost-effective option for steep sites and expansive soils Helical Pier Foundations FOR PROBLEMSITES SITES Our company, HighCraft Builders in Fort Collins, Colo., specializes in room additions
IH-635 MANAGED LANES PROJECT, SEG. 3.2
IH-635 MANAGED LANES PROJECT, SEG. 3.2 Location: Dallas, Texas Owner: Texas Department of Transportation Client: Ferrovial Agroman Construction Cost: $1 Billion Construction Completion Date: December,
Atlantic Foundation & Repair
Atlantic Foundation & Repair 12º 14º The Articulating Bracket is one of the reasons Atlantic Foundation & Repair's Stabilizor is the best foundation repair system made, the other reason is that it does
POST FOUNDATION REPAIR PERFORMANCE RESIDENTIAL AND OTHER LOW-RISE BUILDINGS ON EXPANSIVE SOILS. The Repair Committee of
Issued for Website Publishing Foundation Performance Association - Repair Committee Page 1 of 10 POST FOUNDATION REPAIR PERFORMANCE OF RESIDENTIAL AND OTHER LOW-RISE BUILDINGS ON EXPANSIVE SOILS by The
Dynamic 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
CHAPTER 9 LONG TERM MONITORING AT THE ROUTE 351 BRIDGE
CHAPTER 9 LONG TERM MONITORING AT THE ROUTE 351 BRIDGE 9.1 INTRODUCTION An important reason that composite piles have not gained wide acceptance in the civil engineering practice is the lack of a long
SAMPLE GUIDE SPECIFICATIONS FOR OSTERBERG CELL LOAD TESTING OF DEEP FOUNDATIONS
Page 1 of 9 SAMPLE GUIDE SPECIFICATIONS FOR OSTERBERG CELL LOAD TESTING OF DEEP FOUNDATIONS 1. GENERAL REQUIREMENTS 1. Description of Work: This work consists of furnishing all materials, equipment and
LAYING BLOCK AND BRICK
LAYING BLOCK AND BRICK Products highlighted in this section: SAKRETE Type N Mortar Mix SAKRETE Type S Mortar Mix Brick And Block Laying Basics The first step in building a brick or block wall is to construct
PDCA Driven-Pile Terms and Definitions
PDCA Driven-Pile Terms and Definitions This document is available for free download at piledrivers.org. Preferred terms are descriptively defined. Potentially synonymous (but not preferred) terms are identified
COMMONLY USED RESIDENTIAL BUILDING CODES
COMMONLY USED RESIDENTIAL BUILDING CODES INTERNATIONAL RESIDENTIAL CODE (2009) form revised 5/10 FOUNDATION 1. DESIGN OF FORMWORK. Section 1906.1 IBC 2009, Section R404.1.2.3.6 IRC 2009, ACI 318 Section
Helitech Waterproofing & foundation repair. Heal your home with. Helitech. HELITECH Waterproofing & Foundation Repair 800-246-9721 helitechonline.
Helitech Waterproofing & foundation repair Heal your home with Helitech HELITECH Waterproofing & Foundation Repair 800-246-9721 helitechonline.com 25 years & stronger everyday About Us Helitech has been
1997 Uniform Administrative Code Amendment for Earthen Material and Straw Bale Structures Tucson/Pima County, Arizona
for Earthen Material and Straw Bale Structures SECTION 70 - GENERAL "APPENDIX CHAPTER 7 - EARTHEN MATERIAL STRUCTURES 70. Purpose. The purpose of this chapter is to establish minimum standards of safety
Important Points: Timing: Timing Evaluation Methodology Example Immediate First announcement of building damage
3.3. Evaluation of Building Foundation Damage Basic Terminology: Damage: Destruction, deformation, inclination and settlement of a building foundation caused by an earthquake. Damage grade: Degree of danger
MEZZANINE SPECIFICATIONS PART 1 GENERAL 1.1 SCOPE 1.2 APPROVED MANUFACTURER 1.3 REGULATORY ORGANIZATIONS AND GROUPS 1.4 QUALITY ASSURANCE
MEZZANINE SPECIFICATIONS PART 1 GENERAL 1.1 SCOPE This specification is intended to describe the general requirements applicable to a proper structural mezzanine design. In addition, it is to serve as
