ISO 22477-1:2018
Geotechnical investigation and testing — Testing of geotechnical structures — Part 1: Testing of piles: static compression load testing
ISO 22477-2:2023
Geotechnical investigation and testing — Testing of geotechnical structures — Part 2: Testing of piles: Static tension load testing
ISO 22477-4:2018
Geotechnical investigation and testing — Testing of geotechnical structures — Part 4: Testing of piles: dynamic load testing
ISO 22477-5:2018
Geotechnical investigation and testing — Testing of geotechnical structures — Part 5: Testing of grouted anchors
ISO/CD 22477-6
Geotechnical investigation and testing — Testing of geotechnical structures — Part 6: Load testing of soil nails and rock bolts
ISO 22477-10:2016
Geotechnical investigation and testing — Testing of geotechnical structures — Part 10: Testing of piles: rapid load testing
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Title: Foundation Upgrading and Repair for Infrastructure Improvement: Proceedings of the Symposium Sponsored by the Deep Foundations Committee of the Geotechnical Engineering Division of the American Society of Civil Engineers in Conjunction with the ASCE Convention in San Diego, California, October ...
Issue 50 of Geotechnical special publication
Volume 50 of Geotechnical stability in surface mining : proceedings of the International symposium on geotechnical stability in surface mining, Calgary, 6-7 November 1986
Editors William F. Kane, John M. Tehaney
Contributor American Society of Civil Engineers. Committee on Deep Foundations
Report Number(s): EPRI-EL-3771
Title: Critical evaluation of design methods for foundations under axial uplift and compression loading. Final report
Authors:Stas, C V; Kulhawy, F H
Publication Date: 1984-11-01
Research Org.:Cornell Univ., Ithaca, NY (USA). Geotechnial Engineering Group
OSTI Identifier: 6221597
Resource Type: Technical Report
Country of Publication: United States
Language: English
Water Resources Engineering: Handbook of Essential Methods and Design Authored by: Anand Prakash Publisher: ASCE Press
ISBN (print):978-0-7844-0674-8; ISBN (PDF):978-0-7844-7101-2
Code:
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ISO 5091-1:2023
Structural intervention of existing concrete structures using cementitious materials — Part 1: General principles
ISO 5091-2:2023
Structural intervention of existing concrete structures using cementitious materials — Part 2: Top‐surface overlaying
ISO 5091-3:2023
Structural intervention of existing concrete structures using cementitious materials — Part 3: Bottom-surface (soffit) underlaying
ISO 5091-4:2023
Structural intervention of existing concrete structures using cementitious materials — Part 4: Jacketing
ISO 16311-1:2014
Maintenance and repair of concrete structures — Part 1: General principles
ISO 16311-2:2014
Maintenance and repair of concrete structures — Part 2: Assessment of existing concrete structures
ISO 16311-3:2014
Maintenance and repair of concrete structures — Part 3: Design of repairs and prevention
ISO 16311-4:2014
Maintenance and repair of concrete structures — Part 4: Execution of repairs and prevention
ISO/TR 16475:2020
General practices for the repair of water-leakage cracks in concrete structures
ISO 16711:2021
Requirements for seismic assessment and retrofit of concrete structures
ISO/TS 16774-1:2017
Test methods for repair materials for water-leakage cracks in underground concrete structures — Part 1: Test method for thermal stability
ISO/TS 16774-2:2023
Test methods for repair materials for water-leakage cracks in underground concrete structures — Part 2: Test method for chemical resistance
ISO/TS 16774-3:2023
Test methods for repair materials for water-leakage cracks in underground concrete structures — Part 3: Test method for water (wash out) resistance
ISO/TS 16774-4:2023
Test methods for repair materials for water-leakage cracks in underground concrete structures — Part 4: Test method for adhesion on wet concrete surface
ISO/TS 16774-5:2017
Test methods for repair materials for water-leakage cracks in underground concrete structures — Part 5: Test method for watertightness
ISO/TS 16774-6:2017
Test methods for repair materials for water-leakage cracks in underground concrete structures — Part 6: Test method for response to the substrate movement
ISO 16834:2012 specifies requirements for classification of wire electrodes, wires, rods and all-weld metal deposits in the as-welded condition and in the post-weld heat-treated (PWHT) condition for gas shielded metal arc welding and tungsten inert-gas welding of high-strength steels with a minimum yield strength greater than 500 MPa, or a minimum tensile strength greater than 570 MPa. One wire electrode can be tested and classified with different shielding gases.
ISO 16834:2012 is a combined specification providing for classification utilizing a system based upon the yield strength and the average impact energy of 47 J of all-weld metal, or utilizing a system based upon the tensile strength and the average impact energy of 27 J of all-weld metal.
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This document specifies a concept of application of phased-array guided-wave testing for various types of inaccessible structures, including buried pipelines.
Materials considered are carbon steel and stainless steel. This document does not include principles and criteria for underground facilities and the phased-array ultrasonic guided-wave testing scheme.
Furthermore, this document consists of an optimized process to draw reliable test results on inaccessible pipe cases. This document provides guidance on the use of phased-array guided-wave testing for various types of inaccessible structures, including buried pipelines made of carbon steel and stainless steel. The methodology outlined in this document includes an optimized process for achieving reliable test results on inaccessible pipe cases, with adjustments made to the beam pattern of the GW's focus location based on the defect type, location, and frequency. The process also takes into consideration the distribution diagram of the guided waves and the characteristics of the selected mode, with optimal focusing and steering achieved by adjusting the excitation time delay for each transducer based on the number of circumferential arrangement intervals of a given array probe.
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This Code provides material, design, and detailing requirements for cast-in-place and precast reinforced concrete chimneys. It sets forth minimum loadings for design and contains methods for determining the concrete and reinforcement required to obtain the strength required by the loadings. The methods of analysis apply primarily to circular chimney walls, but guidance is included for applying the general principles to noncircular chimney walls.
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