CASE HISTORY REINFORCED SOIL WALL FOR MONSOON PALACE, AAMBY VALLEY. Reinforced Soil Wall for Monsoon Palace, Aamby Valley.
|
|
|
- Christine Shepherd
- 6 years ago
- Views:
Transcription
1 REINFORCED SOIL WALL FOR MONSOON PALACE, AAMBY VALLEY Project Description Project : Owner : Reinforced Soil Wall for Monsoon Palace, Aamby Valley. Mr. Anjum G. Bilakhia, Plot No. 219, 221 to 226, Half Acre Area, Village-Devgar, Taluka-Mulshi, North Lake at Aamby Valley City, Lonawala, District -Pune. Contractor : M/s Spectrum Engineers, Vadodara. Architect : Product : M/s Prabhakar B Bhagwat, Landscape Architects & Environmental Planners, Ahmedabad. TechGrid Uniaxial Geogrid TGU (Knitted & Polymer Coated Polyester Geogrid with CE Mark, BBA Certification & IRC Approved) Manufacturer: TechFab (India) Industries Ltd. TechFab (India) Industries Ltd Page 1
2 TechFab (India) Industries Ltd Page 2
3 Salient Features of the Project Facing Area: Length of Stretch: Sqm m The Challenge Monsoon Palace is being built by Mr. Anjum G. Bilakhia at Half Acre Area, Village-Devgar, Taluka-Mulshi, North Lake at Aamby Valley City, Lonawala, District -Pune. The Palace is surrounded by hilly terrain and running streams. Due to high embankments and steep slopes of basically murrum soil, it was necessary to have a retaining wall for reinstatement purposes. Since these walls were outer walls surrounding the monsoon palace, the client and architect was willing to have an aesthetic and viable solution compared to the conventional solution of RCC wall. Reinforced Soil Wall provides an aesthetic as well as an economical solution for the retention of earth / slopes as compared to the conventional RCC Wall. Reinforced Soil Wall can accommodate differential settlement which RCC wall can t withstand and gets distressed with cracks. With consideration to the techno-economics of the project, the client/architect decided to award the project to TechFab India Industries Ltd. The Solution TechFab (India) Industries Ltd suggested the use of TechGrid Uniaxial Geogrid TGU of Ultimate Tensile Strength varying from 40 KN/m to 250 KN/m. These Polyester Uniaxial Knitted Geogrids are used as primary reinforcements to the existing steep slopes. Geomembrane was provided below the top drain to prevent any ingress of precipitation or runoff water. Design of Reinforced Soil Wall was done by considering the maximum possible vehicular load and other surcharge loads as per the IRC. ReSSA 3.0 Software was used to carry out the Global Stability Check for the designed Rein forced Soil Wall. By giving this solution of Reinforced Soil Wall, client has developed extra land of around 2 acres. TechGrid Geogrid TGU Series are manufactured from superior grades of polyester filament yarn with high tenacity, high tensile modulus, low creep and low shrinkage. TGU Series are Uniaxial TechFab (India) Industries Ltd Page 3
4 Geogrids with high strength in the machine direction and are suitable for soil reinforcement applications requiring strength primarily in one direction. Products are available with machine direction strengths ranging from 40 KN/m to 250 KN/m. Yarns with high molecular weight (> 25,000) and low carboxyl end groups (< 30) are used to ensure durability of the Geogrids used in permanent structures. The knitted grid is then given high quality polymeric coating using a specially formulated PVC compound. The coating completely saturates and envelopes the polyester yarn bundles forming a protective cover enhancing dimensional stability of the Geogrid, resistance to installation damage and protection from the environment. TechGrid Geogrid TGU Series for Soil Reinforcement Inclusion of TechGrid Geogrid TGU Series transforms a compacted fill into a coherent composite material. When the soil strains in response to applied loads, tensile forces are generated in the Geogrid because of the excellent interaction between the Geogrid and soil. The tensile forces developed in the reinforcement keeps the reinforced soil mass in stable equilibrium. Long-term Design Strength Design of the Geogrid reinforcement is based on the long-term design strength, i.e., the minimum assured strength of the reinforcement at the end of the design life of the structure. The long-term design strength (TD) is calculated as follows: Tult RFcr RFid RFd Where: Tult = Peak ultimate tensile strength (MARV) as per ASTM D 6637 RFcr = Reduction factor for creep; RFid = Reduction factor for installation damage RFd = Reduction factor for durability Please find below the plan and Design Analysis report carried out for Reinforced Soil Wall: TechFab (India) Industries Ltd Page 4
5 Plan Showing Location of Reinforced Soil Wall for Slope Protection TechFab (India) Industries Ltd Page 5
6 ReSSA 3.0 Software Global Stability Analysis ReSSA 3.0 Software Factor of Safety Map for Global Stability Analysis TechFab (India) Industries Ltd Page 6
7 Typical Cross Section of Reinforced Soil Wall for Slope Protection Road Map of Pune, Maharashtra, India TechFab (India) Industries Ltd Page 7
8 Design, drawings and the use of TechFab India Industries Ltd s TechGrid Uniaxial Geogrid TGU for Reinforcement of existing steep slopes were approved in principle by the Client / Architect of the project. Execution Based on the approval given by the Client / Architect for the suitability of the design and drawings as given by TechFab India Industries Ltd, the execution work was awarded to the contractor M/s Spectrum Engineers. Modular Blocks were used as facia to support the reinforced / back fill. Since modular blocks are relatively smaller in size, they are easy to cast and are able to follow the curve profile as and when required. The execution was carried out stage wise as per the design and drawings furnished by TechFab India Industries Ltd. Applications of TechGrid TGU: Reinforced Soil Retaining Walls Steep Slopes Benefits of TechGrid TGU: Used as reinforcing medium. High Tensile Strength ranging from 40 KN/m to 250 KN/m Low creep and low shrinkage Highly durable & resistant to acids & alkalis present in soil The project was successfully completed in March For further details kindly contact: TechFab India Industries Ltd. 711/712, Embassy Centre, Nariman Point, Mumbai Phone: /6225 Fax: anant@techfabindia.com Web: TechFab (India) Industries Ltd Page 8
This paper describes the salient features of a
Geogrid Reinforced Soil Walls with Welded Wire Mesh Facing to Retain the Approaches to a Flyover This paper describes the salient features of a project wherein geogrid reinforced soil walls with a welded
DETERMINATION OF THE LONG TERM PROPERTIES FOR MIRAFI PET-SERIES REINFORCEMENT GEOTEXTILES BY GRI-GT7 AND NCMA GUIDELINES
DETERMINATION OF THE LONG TERM PROPERTIES FOR MIRAFI PET-SERIES REINFORCEMENT GEOTEXTILES BY GRI-GT7 AND NCMA GUIDELINES Prepared by: TenCate TM Geosynthetics North America 365 South Holland Drive Pendergrass,
MODULAR CONCRETE RETAINING WALL
MODULAR CONCRETE RETAINING WALL PART 1: GENERAL 1.01 Description A. Work shall consist of furnishing and construction of a KEYSTONE Retaining Wall System or equal in accordance with these specifications
Section ( ) SPECIFICATION FOR SEGMENTAL CONCRETE UNIT RETAINING WALL
Section 02834 (32 32 23) SPECIFICATION FOR SEGMENTAL CONCRETE UNIT RETAINING WALL PART 1: GENERAL 1.01 Description A. Work shall consist of furnishing and construction of a County Materials Retaining Wall
DETERMINATION OF THE LONG-TERM PROPERTIES FOR MIRAGRID XT GEOGRIDS
DETERMINATION OF THE LONG-TERM PROPERTIES FOR MIRAGRID XT GEOGRIDS Prepared by: TenCate Geosynthetics Americas 365 South Holland Drive Pendergrass, GA 30567 Tel 706 693 2226 Fax 706 693 4400 www.tencate.com
Section (02830) MODULAR CONCRETE RETAINING WALL
Section 323223 (02830) MODULAR CONCRETE RETAINING WALL PART 1: GENERAL 1.01 Description A. Work shall consist of furnishing and constructing a VERDURA Retaining Wall System (or approved equal) in accordance
ANALYSIS & DESIGN OF 44 METER M.S.E. (MECHANICALLY STABILIZED EARTH) WALL BY USING PLAXIS 8.2
Research Article ANALYSIS & DESIGN OF 44 METER M.S.E. (MECHANICALLY STABILIZED EARTH) WALL BY USING PLAXIS 8.2 1 D. Kishan, 2 Dr. N. Dindorkar, 3 Dr. R. Srivastava, 4* Ankesh Shrivastava Address for Correspondence
Geoguide 6 The New Guide to Reinforced Fill Structure and Slope Design in Hong Kong
Geoguide 6 The New Guide to Reinforced Fill Structure and Slope Design in Hong Kong Geotechnical Engineering Office Civil Engineering Department The Government of the Hong Kong Special Administrative Region
STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 863 REINFORCED SOIL SLOPES. October 19, 2012
STATE OF OHIO DEPARTMENT OF TRANSPORTATION 863.01 Description 863.02 Materials 863.03 Construction 863.04 Method of Measurement 863.05 Basis of Payment SUPPLEMENTAL SPECIFICATION 863 REINFORCED SOIL SLOPES
GEOSYTHETIC SLOPE SPEC-V0704rev.doc STANDARD SPECIAL PROVISION FOR GEOSYNTHETIC REINFORCED SLOPE CONSTRUCTION
GEOSYTHETIC SLOPE SPEC-V0704rev.doc STANDARD SPECIAL PROVISION FOR GEOSYNTHETIC REINFORCED SLOPE CONSTRUCTION I. DESCRIPTION - This work consists of furnishing the required materials and construction of
DESIGN CONSIDERATIONS FOR NSWS NATURAL STONE RETAINING AND FREE-STANDING WALL SYSTEMS
DESIGN CONSIDERATIONS FOR NSWS NATURAL STONE RETAINING AND FREE-STANDING WALL SYSTEMS Natural Stone Wall Solutions, Inc (NSWS ) 2352 Main Street, Suite 103 Concord, MA 01742 (978) 461-1777 Concept and
GRI Standard Practice GG4(b) * "Determination of the Long-Term Design Strength of Flexible Geogrids"
Geosynthetic Institute 475 Kedron Avenue Folsom, PA 19033-1208 USA TEL (610) 522-8440 FAX (610) 522-8441 GEI GRI GSI GAI GCI GII adopted - 1991 revised 2005, 2012 current revision 12/21/12 GRI Standard
CASE HISTORIES Secugrid and Combigrid
CASE HISTORIES Secugrid and Combigrid Marbella Hill, Spain project Retaining wall construction facilitates site development in difficult terrain Background Quality building sites near the coast in Marbella,
Pavement reinforcement
Pavement reinforcement Reducing fatigue cracking 2 Innovative solutions for asphalt and unbound pavements and soft ground stabilisation Whether constructing a gravel forestry track over soft soil or resurfacing
MECHANICALLY STABILIZED EARTH (MSE) WALL SYSTEMS
DRAINAGE SOLUTIONS SINCE 1908 MECHANICALLY STABILIZED EARTH (MSE) WALL SYSTEMS PERMANENT AND TEMPORARY ENGINEERED WALL SOLUTIONS ECONOMICAL DURABLE VERSATILE ARMTEC.COM MSE RETAINING WALLS Armtec Mechanically
Providing proper drainage system
Environment Friendly and Cost Effective Alternative to Conventional Graded Filters Providing proper drainage system for structures such as earth retaining structures, pavements, water front structures,
LABORATORY TESTING OF MODULAR MASONRY CONCRETE BLOCK GEOGRID FAC- ING CONNECTIONS
Richard J. Bathurst 1 and Michael R. Simac 2 LABORATORY TESTING OF MODULAR MASONRY CONCRETE BLOCK GEOGRID FAC- ING CONNECTIONS ABSTRACT: The Paper describes a laboratory apparatus and test procedure that
STERENGTHENING OF EXPANSIVE SOIL TO REDUCE SETTLEMENT
STERENGTHENING OF EXPANSIVE SOIL TO REDUCE SETTLEMENT Smita G.M 1, Vishwanath C.S 2 1 Post Graduate M.Tech student, BKIT Bhalki, Karnataka, India 2 Assistant Professor, Civil Department, BKIT Bhalki, Karnataka,
SPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised 5/8/7)
Page 1 of 7 STONE STRONG SYSTEMS SPECIFICATIONS FOR PRECAST MODULAR BLOCK RETAINING WALL SYSTEM (revised 5/8/7) PART 1: GENERAL 1.01 Description A. Work includes furnishing and installing precast modular
FORTRAC GEOSYNTHETICS FORTRAC T AND R-T GEOGRIDS
APPROVAL INSPECTION TESTING CERTIFICATION Huesker Synthetic GmbH Fabrikstrasse 13 15 D-48712 Gescher Germany Tel: 00 49 2542 7010 Fax: 00 49 2542 701499 TECHNICAL APPROVALS FOR CONSTRUCTION Roads and Bridges
10,000. Peak Connection Strength, lb/ft 8,000 6,000 4,000 2,000
Test Methods: ASTM D6638 & NCMA SRWU-1 Test Facility: Geogrid Type: Miragrid 8XT Test Date: December 16, 2011 Block Type: Positive Connection (PC) Block CONNECTION STRENGTH TEST DATA (a) Test Normal Peak
ASTM D % 8.02% NA 1223 NA for App. Usage NA for App. Usage. NA for App. Usage. NA for App. Usage. NA for App.
REINFORCEMENT GEOGRID - APL Company: Contech Engineered Solutions, LLC Date: 1/8/216 Product: E'GRID RX12 by Contech Contact Person: Robert Morris Phone/email: 44-391-7615, rmorris@conteches.com Material
FIBREGLASS REINFORCED POLYMER (FRP) SHEET PILING
PRODUCT BROCHURE ArmourWall FIBREGLASS REINFORCED POLYMER (FRP) SHEET PILING ArmourWall Sheet Piling Overview ArmourWall piles are an extremely durable, high performance product, making them an ideal choice
PRODUCT SPECIFICATION CSI FORMAT Slope and Channel Grid Systems April 2009
PRODUCT SPECIFICATION CSI FORMAT Slope and Channel Grid Systems April 2009 Cell-Tek Geosynthetics LLC 2431 Crofton Lane, Suite 9 Crofton, MD 21114 USA Toll Free (888) 851-0051 Phone (410) 721-4844 Fax
Multiline. ACO SYSTEMS and SOLUTIONS Pvt. Ltd. Polymer Concrete Drain System. Your Partner in Water Management Solutions
Multiline Polymer Concrete Drain System ACO SYSTEMS and SOLUTIONS Pvt. Ltd. Your Partner in Water Management Solutions Benefits of Line Drainage Surface drainage is important. Whether frequent light rainfall
TENAX t-block retaining wall system for geogrid reinforced block walls
TENAX t-block retaining wall system for geogrid reinforced block walls T-block system: THE solution for reinforced walls The reinforced soil technique is a construction method that is thousands of years
MSE. Mechanically Stabilized Earth Systems. Permanent and Temporary MSE Walls Reinforced Soil Slopes Embankments
MSE Mechanically Stabilized Earth Systems Permanent and Temporary MSE Walls Reinforced Soil Slopes Embankments TM Soil reinforcement applications have specific needs and objectives. No one understands
Guide to Reinforced Fill Structure and Slope Design
GEOGUIDE 6 Guide to Reinforced Fill Structure and Slope Design Introductory Course (Lecture 1) Geotechnical Engineering Office Civil Engineering Department The Government of the Hong Kong Special Administrative
Pre-Sloped Drain System
SportsEdge PolyDrain Pre-Sloped Drain System www.sportsedge.com Quality. Safety. Versatility. Aesthetics. 2 PolyDrain FORMULA www.sportsedge.com ABT, Inc. manufactures PolyDrain trench drains; the standard
REINFORCED SOIL STRUCTURES
GEOSYNTHETICS AND REINFORCED SOIL STRUCTURES SUSTAINABLE INFRASTRUCTURE DEVELOPMENT & NATURAL GEOSYNTETICS Dr. K. Rajagopal, Professor Dept. of Civil Engineering IIT Madras, Chennai, India e-mail: gopalkr@iitm.ac.in
Behaviour of rigid retaining wall with relief shelves with cohesive backfill
Behaviour of rigid retaining wall with relief shelves with cohesive backfill V. B. Chauhan 1 and S. M. Dasaka 2 1 Research Scholar, Department of Civil Engineering, Indian Institute of Technology Bombay,
Application of Geotextiles in Pavement Drainage Systems
International Journal of Civil Engineering Research. ISSN 2278-3652 Volume 5, Number 4 (2014), pp. 385-390 Research India Publications http://www.ripublication.com/ijcer.htm Application of Geotextiles
TION GUIDE ALLA T INS
INSTALLATION GUIDE TENSAR GEOGRIDS Easier installation makes the Sierra Slope Retention System a more affordable alternative to conventional retaining walls. The Sierra System owes its strength and durability
STANDARDIZATION IN GEOTECH SECTOR V.K.PATIL
STANDARDIZATION IN GEOTECH SECTOR V.K.PATIL BOMBAY TEXTILE RESEARCH ASSOCIATION L.B.S.MARG, GHATKOPAR (W),MUMBAI-400086. WEB : btraindia.com e-mail : btra@vsnl.com What are Standards? Standards are published
GWINNETT COUNTY STORM SEWER PIPE STANDARDS
1.0 Standard Specifications GWINNETT COUNTY STORM SEWER PIPE STANDARDS 1.1 Unless otherwise specifically set forth herein or in the Gwinnett County Standard Drawings, all of the materials, methods of the
Solving Slope Protection Problems Geoweb Cellular Confinement System
Solving Slope Protection Problems Geoweb Cellular Confinement System Leaders In Advanced Geotechnology TM Slope Protection An Engineered Framework for Slope Protection The Presto Geoweb Cellular Confinement
Advanced Synthetic Grass Geomembrane Liner For Long-Term Environmental Closure
US Patent Number 9151009 B2 Advanced Synthetic Grass Geomembrane Liner For Long-Term Environmental Closure Bringing Sustainable Solutions to the Surface LiteEarth is an engineered, patented synthetic grass
ThermalShell Modular Insulated Pre-Cast Panels
412 N. California St. Building #2 Sycamore IL, 60178 Phone: 815.899.0224 Fax: 815.899.0226 E-mail: info@thermalshell.com Web: www.thermalshell.com ThermalShell Modular Insulated Pre-Cast Panels Construction
SECTION CONCRETE LINED CANALS AND RESERVOIRS
SECTION 02511 CONCRETE LINED CANALS AND RESERVOIRS PART 1 GENERAL 1.01 SECTION INCLUDES Canal linings shall be constructed where shown on the drawings. The lining will be unreinforced concrete containing
Bearing Capacity of Footing on Reinforced Flyash Slope
RESEARCH ARTICLE OPEN ACCESS Bearing Capacity of Footing on Reinforced Flyash Slope Dr. A.I. Dhatrak 1, Nidhi Gandhi 2 Associate Professor, Department of Civil Engineering, Government College of Engineering,
GEOWEB Soil Stabilization System
GEOWEB Soil Stabilization System The Most Complete Geocell System HDPE GEOWEB STRENGTH AND FLEXIBILITY PERFECTED. For the most advanced soil stabilization technology today, rely on the world s most proven
ArmourWall T2B Construction PRODUCT BROCHURE. ArmourWall T2B SHEET PILE TECHNOLOGY
PRODUCT BROCHURE ArmourWall T2B SHEET PILE TECHNOLOGY What Is Top To Bottom Construction If we consider that bottom-up is the conventional way that a structure is built, then as the name suggests, top-bottom
Design and Installation Guidelines for Retaining Walls. 1 P age. Geo Products, LLC 8615 Golden Spike Lane Houston, TX Phone:
Design and Installation Guidelines for Retaining Walls 1 P age Geo Products, LLC 8615 Golden Spike Lane Houston, TX 77086 Phone: 281.820.5493 2011 Geo Products, Fax: 281.820.5499 LLC www.geoproducts.org
ARMORMAX ENGINEERED EARTH ARMORING SOLUTIONS
ARMORMAX ENGINEERED EARTH ARMORING SOLUTIONS The ARMORMAX Engineered Earth Armoring Solution is the most advanced flexible armoring technology available for severe erosion and surficial slope stability
INDUSTRIAL ATTACK 800
! INDUSTRIAL ATTACK 800 SPECIFICATION FOR 1, 1½, 1¾", 2, 2½", & 3 DOUBLE JACKET INDUSTRIAL FIRE HOSE POLYESTER FIBER CONSTRUCTION PLAIN WHITE OUTSIDE JACKET OR ULTRA-SHIELD IMPREGNATED OUTSIDE JACKET EPDM
Technical Information (Revised ) TOYOBO CO., LTD.
Technical Information (Revised 21.9) TOYOBO CO., LTD. ZYLON (PBO fiber) Technical Information (21) Contents 1. Basic properties 2. Comparison with other high-performance fibers 3. Influence of twist on
Wall Modular Block Mechanically Stabilized Earth, Item S.
Wall Modular Block Mechanically Stabilized Earth, Item 532.0300.S. A Description (1) This special provision describes designing, furnishing materials and erecting a permanent earth retention system in
Specification 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
SECTION SPECIFICATION FOR STONEBRIDGE RETAINING WALL SYSTEM
SECTION 32 32 23 SPECIFICATION FOR STONEBRIDGE RETAINING WALL SYSTEM PART 1: GENERAL 1.01 Scope Work includes furnishing all materials, labor, equipment, and supervision to install a Stonebridge segmental
STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 836 SEEDING AND EROSION CONTROL WITH TURF REINFORCING MAT January 18, 2013
836.01 Description 836.02 Materials 836.03 Construction 836.04 Maintenance 836.05 Method of Measurement 836.06 Basis of Payment STATE OF OHIO DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICATION 836
INSPECTION GUIDE FOR SEGMENTAL RETAINING WALLS TEK 18-11B
An information series from the national authority on concrete masonry technology INSPECTION GUIDE FOR SEGMENTAL RETAINING WALLS TEK 18-11B Quality Assurance and Testing (2012) INTRODUCTION Segmental retaining
Behavior of Reinforced Embankment on Soft Ground with and without Jet Grouted Soil-Cement Piles
Behavior of Reinforced Embankment on Soft Ground with and without Jet Grouted Soil-Cement Piles by 1 Dennes T. Bergado and 2 Glen A. Lorenzo 1 Professor and 2 Doctoral Candidate, respectively Geotechnical
Problems and solutions. Gravity earth retaining structures
R o a d w o r k s Problems and solutions Gravity earth retaining structures Gabion earth retaining structures Technical manuals define a retaining structure as any structure capable of resisting an applied
MOA Project # Golden View Drive Intersection & Safety Upgrades
Appropriate transitions can include extending the insulation beyond the roadway improvements, reducing the insulation thickness, or angling the insulation downward. Use of a frost tolerant section, an
PHI GROUP RETAINING STRUCTURES A KELLER COMPANY. Gravity retaining walls Reinforced soil slopes and structures Design, supply and installation
RETAINING STRUCTURES Gravity retaining walls Reinforced soil slopes and structures Design, supply and installation PART OF THE CONNECTED COMPANIES OF KELLER Table of contents Solutions - Reinforced soil
Description. This work shall consist of furnishing materials and placement of modular block wall constructed in accordance with
MODULAR CONCRETE BLOCK RETAINING WALL WITH GROUND REINFORCING The Standard Specifications are revised as follows: 732-R-310r 1of 11 Rev. 12-03-03 SECTION 105, AFTER LINE 48, INSERT AS FOLLOWS: When constructing
Preview of LEAME Computer Software
Appendix Preview of LEAME Computer Software Thus far, this book has focused on the fundamental principles and methods for analyzing slope stability using the limit equilibrium method. The computer software
Pioneers of alternative anchoring solutions with Cirtex Australia Ltd
Pioneers of alternative anchoring solutions with Cirtex Australia Ltd Platipus Anchors are market leaders in the design, manufacture and supply of mechanical earth anchoring products for a range of industries
GlasGrid Asphalt Pavement Reinforcement. October 21, 2016
GlasGrid Asphalt Pavement Reinforcement October 21, 2016 Introduction to Cracks Crack sources are numerous and varied Cracks are consistent pavements aren t Solutions for cracks have had mixed results
HAPAS Certificate 17/H263 website: Product Sheet 1
Anchor Wall Systems 5909 Baker Road Suite 550 Minnetonka MN55345 United States of America Tel: +1 952 933 8855 Page 1 of 14 HAPAS Certificate e-mail: info@anchorwall.com 17/H263 website: www.anchorwall.com
VERTI-BLOCK - DESIGN MANUAL
Company Information General Information Verti-Block is the latest innovative forming system from Verti-Crete, LLC. Recognized worldwide for outstanding aesthetics and performance, Verti-Crete s proprietary
SPECIFICATION FOR REINFORCED SOIL WALL
SPECIFICATION FOR REINFORCED SOIL WALL 1.0 EXTENT OF WORK The work shall consist of Reinforced Soil walls built in accordance with this specification and in conformity with the lines, levels and details
Profile of premium rayon reinforcement for high performance tires. High-Tenacity Rayon Filament Yarn
Profile of premium rayon reinforcement for high performance tires High-Tenacity Rayon Filament Yarn Tough by Nature Rayon is defined as a chemical fiber based on renewable resources. This definition points
DATA SHEET HK900 BAGGING FILM
HK900 BAGGING FILM HAWKEYE HK900 BAGGING FILM is a cast nylon, heat-stabilized film. This film has a melt point of 510 degrees F (265 degrees C) for increased stability in higher temperature applications
FINAL DETAILED DESIGN AND DRAWING REPORT RESTORATION OF BASIC STRIP & PREVENTION OF SOIL EROSION AT SHIMLA AIRPORT PART I, STAGE - II
FINAL DETAILED DESIGN AND DRAWING REPORT RESTORATION OF BASIC STRIP & PREVENTION OF SOIL EROSION AT SHIMLA AIRPORT PART I, STAGE - II JANUARY 2016 CONSULTANTS AIRPORTS DIVISION PLOT NO. 144, SECTOR 44,
LANDSCAPE RETAINING WALLS
SUDAS Standard Specifications Division 9 - Site Work and Landscaping Section 9070 - Landscape Retaining Walls LANDSCAPE RETAINING WALLS PART - GENERAL.0 SECTION INCLUDES A. Modular Block Retaining Walls
Material Modelling of PVC for change in tensile properties with variation in Strain Rate
Material Modelling of PVC for change in tensile properties with variation in Strain Rate Nilesh Chavan 1, M.V.Walame 2, Mihir Ponkshe 3 1P.G Student, Vishwakarma Institute of Technology, Mechanical Department,
IGC. 50 th. 50 th INDIAN GEOTECHNICAL CONFERENCE FINITE ELEMENT MODELLING OF FULL-SCALE DOUBLE-FACED VERTICAL REINFORCED SOIL WALL
50 th IGC 50 th INDIAN GEOTECHNICAL CONFERENCE 7 th 9 th DECEMBER 205, Pune, Maharashtra, India Venue: College o Engineering (Estd. 854), Pune, India FINITE ELEMENT MODELLING OF FULL-SCALE DOUBLE-FACED
CONCRETE SEGMENTAL RETAINING WALL SYSTEM
CONCRETE SEGMENTAL RETAINING WALL SYSTEM PART 1: GENERAL SPECIFICATIONS 1.01 Work Included A. Work shall consist of furnishing and constructing a Rockwood Classic 8, Classic 6 and Legend unit segmental
2010 NTPEP Report Series
2010 NTPEP Report Series NTPEP Report 8507.4 LABORATORY EVALUATION OF GEOSYNTHETIC REINFORCEMENT FINAL PRODUCT QUALIFICATION REPORT FOR TENSAR UX-MSE / UX-HS GEOGRID PRODUCT LINE Report Issued: February
ENGINEERING DIRECTIVE
Number: E-95-001 Date: 2/2/95 ENGINEERING DIRECTIVE Ross B. Dindio (Signature on Original) CHIEF ENGINEER The purpose of this engineering directive is to formally notify ALL Department engineering personnel
Spectrum of Axles Approach
Spectrum of Axles Approach Typical Axle Load Spectrum Axle Load (kn) Single Number of Axles Tandem Tridem Quad 50 60 5,000 400 100 5 61 80 3,000 2,000 500 10 81 100 200 5,000 800 30 101 120 50 4,000 1,000
ICC-ES Evaluation Report Issued July 1, 2011 This report is subject to renewal in one year.
ICC-ES Evaluation Report ESR-1959 Issued July 1, 2011 This report is subject to renewal in one year. www.icc-es.org (800) 423-6587 (562) 699-0543 A Subsidiary of the International Code Council DIVISION:
Concrete DESIGNS QUARTER 1: 2005 ASLA CPE
Concrete QUARTER 1: 2005 DESIGNS ASLA CPE Ret 3/05 4 taining Value By Deborah Rider Allen ASLA CPE AIA/ASLA Learning Objective After reading this article you should understand: The requirements of designing
Application of Mechanically Stabilized Earth Wall with Geo-synthetic Strap Soil Reinforcement for False Abutment Structures
Application of Mechanically Stabilized Earth Wall with Geo-synthetic Strap Soil Reinforcement for False Abutment Structures Fraser Mitchell, Project Coordinator, Reinforced Earth Company Daniel Calatrava
FRP REBAR: MDOT APPROVED
FRP REBAR: MDOT APPROVED MDOT SPECIAL SPEC 12DS802(K075) ALLOWS BASALT FRP RUST-FREE REBAR THAT EXTENDS THE LIFESPAN OF CONCRETE. QUINCY STREET, HANCOCK, MI GATORBAR PILOT PROJECT = SUCCESS #3 GatorBar
Performance of Mechanically Stabilized Earth walls over compressible soils
Performance of Mechanically Stabilized Earth walls over compressible soils R.A. Bloomfield, A.F. Soliman and A. Abraham The Reinforced Earth Company, Vienna, Virginia, USA ABSTRACT: Two projects have recently
CHAPTER 200 STORM SEWER CONSTRUCTION STANDARDS
CHAPTER 200 STORM SEWER CONSTRUCTION STANDARDS Storm Sewer System: 1. Detention/retention of stormwater runoff shall be provided in accordance with the requirements of the DuPage County Countywide Stormwater
SEGMENTAL BLOCK RETAINING WALLS. Comply with Division 1 - General Provisions and Covenants, as well as the following:
SEGMENTAL BLOCK RETAINING WALLS PART 1 - GENERAL 1.01 SECTION INCLUDES Segmental Block Retaining Walls 1.02 DESCRIPTION OF WORK Constructing segmental block retaining walls. 1.03 SUBMITTALS Comply with
NUCLEAR POWER CORPORATION OF INDIA LTD. (A GOVT. OF INDIA ENTERPRISE) SPECIFICATION NO.PB-E-542/REV. No.0
REVISION NO. 0 NUCLEAR POWER CORPORATION OF INDIA LTD. (A GOVT. OF INDIA ENTERPRISE) SPECIFICATION NO.PB-E-542/REV. No.0 PAGE NO. 1 OF 24 DATE OF ISSUE (MONTH/YEAR) TOTAL NO. OF PAGES (Including cover
DIVISION: EXTERIOR IMPROVEMENTS SECTION: RETAINING WALLS SECTION: SEGMENTAL RETAINING WALLS REPORT HOLDER:
0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 3073 Reissued 07/2017 This report is subject to renewal 07/2018. DIVISION: 32 00
AN ASSESSMENT OF THE USE OF GEOGRIDS IN EARTH RETAINING STRUCTURES
AN ASSESSMENT OF THE USE OF GEOGRIDS IN EARTH RETAINING STRUCTURES Alan McGown University of Strathclyde and University of Nottingham, United Kingdom. (mcgowns@btinternet.com) INTRODUCTION Many years before
Civil Engineering and Architecture Detailed and Performance Objective Outline
Civil Engineering and Architecture Detailed and Performance Objective Outline Deadlines Unit 1: 11 Blocks 1/20/2015 Unit 2: 27 Blocks 2/27/2015 Unit 3: 28 Blocks 4/15/2015 Unit 4: 17 Blocks 5/8/2015 Unit
Fundamentals of Concrete
Components Cement Water Fine Aggregate Coarse Aggregate Fundamentals of Range in Proportions Advantages of Reducing Water Content: Increased strength Lower permeability Fundamentals of Increased resistance
Interaction Testing Report. 24 SF Units with Synteen Geogrids. Stone Strong Systems Lincoln, Nebraska
Interaction Testing Report 24 SF Units with Synteen Geogrids Stone Strong Systems Lincoln, Nebraska Prepared for: Stone Strong Systems 1620 South 70th Street Suite 105 Lincoln, Nebraska 68506 September
Leading in construction with non-metallic reinforcement.
Leading in construction with non-metallic reinforcement. Leading in construction with nonmetallic reinforcement Textile-reinforced concrete is the technology of the future. Reinforcements made of carbon
ENGINEERING SPECIFICATION PULTRUDED DYNAFORM FIBERGLASS STRUCTURAL SHAPES. March 16,
ENGINEERING SPECIFICATION PULTRUDED DYNAFORM FIBERGLASS STRUCTURAL SHAPES March 16, 2015 06610-1 SECTION 06610 FIBERGLASS REINFORCED PLASTICS (FRP) FABRICATIONS PULTRUDED FIBERGLASS STRUCTURAL SHAPES PART
Managing Directors. Vijay k. Jha Mukesh Patel
TRIRANGA Managing Directors Vijay k. Jha Mukesh Patel Company Profile We, Triranga Cement Products introduce our self as the company that cares for quality cement products. We are manufacture of prefabricated
Numerical Modeling of Slab-On-Grade Foundations
Numerical Modeling of Slab-On-Grade Foundations M. D. Fredlund 1, J. R. Stianson 2, D. G. Fredlund 3, H. Vu 4, and R. C. Thode 5 1 SoilVision Systems Ltd., 2109 McKinnon Ave S., Saskatoon, SK S7J 1N3;
Design of Pavements on Expansive Clay Subgrades
Design of Pavements on Expansive Clay Subgrades Robert L. Lytton Professor, Fred J. Benson Endowed Chair Zachry Department of Civil Engineering Texas A&M University Foundation Performance Association Houston,
SYNTHETIC ROOF SOLUTIONS SOPREMA
SENTINEL SYNTHETIC ROOF SOLUTIONS SOPREMA SENTINEL P V C R O O F S Y S T E M S For over 100 years, SOPREMA has been at the forefront of building envelope protection technologies. SOPREMA offers the most
Possible solution to past CM exam question. Question 2 July New city centre office block. by Rajavel Inbarajan
Possible solution to past CM exam question Question 2 July 2015 New city centre office block by Rajavel Inbarajan The information provided should be seen as an interpretation of the brief and a possible
Electrical Insulating Tapes
Electrical Insulating Tapes Energy, Mining, Industrial and Contractors applications LV and MV electrical jointing and termination applications Adhesive or Self-amalgamating UV resistant Cold and weather
UNIFLOOR. Raised Access Flooring Solutions
Raised Access Flooring Solutions ? UNIFLOOR Raised Access Flooring System Our integrated approach to raised access flooring has ensured that we are the first choice with architects, developers and end
Analysis of Box Culvert for Storm Water Drainage System for Runway under Aircraft Loading at Airport
Analysis of Box Culvert for Storm Water Drainage System for Runway under Aircraft Loading at Airport Sharad R. Pagar 1, Dr. R. S. Talikoti 2 1PG Student, Department of Civil Engineering, L. G. N. Sapkal
James River Pulp Mill, Marathon, Ontario Geocell Case History
James River Pulp Mill, Marathon, Ontario Geocell Case History Jamie Walls, Colin Alston, David J. Devroy Introduction geotextile separates the concrete infilled New provincial and federal guidelines geocell
Geosynthetic Reinforced Slopes: Basics of Design and Some Projects
Geosynthetic Reinforced Slopes: Basics of Design and Some Projects DIMITER ALEXIEW Head of Engineering Department, Huesker Synthetic GmbH, Fabrikstraße 13-15, 48712 Gescher, Germany at@huesker.de ABSTRACT:
TensarTech TW3 Wall System Earth Retaining Structures
Tensar model specification MS/TW3 Issue date 28 February 2014 TensarTech TW3 Wall System Earth Retaining Structures This document is intended to form a basis for Tender documents where the following Reinforced
Silicones & Dow Corning India We help you improve your world
Silicones & Dow Corning India We help you improve your world June 2009 A leader in silicones in India Dow Corning has been serving the Indian region for over thirty years with innovative and proven silicone-based
IMPROVEMENT OF LOAD CARRYING CAPACITY OF BC SOIL USING REINFORCED STONE COLUMN
IMPROVEMENT OF LOAD CARRYING CAPACITY OF BC SOIL USING REINFORCED STONE COLUMN Prof.HARISH C 1, VINOD B.R 2 MOHD SHAHID HUSSAIN 3 1 Assistant, professor, Department of Civil Engineering, EWIT, Bengaluru,