iTeh Standards logo
EURUSD
Your shopping cart is empty.
ISO

ISO 22476-1:2012/Cor 1:2013

(Corrigendum)

Geotechnical investigation and testing - Field testing - Part 1: Electrical cone and piezocone penetration test - Technical Corrigendum 1

Geotechnical investigation and testing - Field testing - Part 1: Electrical cone and piezocone penetration test - Technical Corrigendum 1

Reconnaissance et essais géotechniques — Essais en place — Partie 1: Essais de pénétration au cône électrique et au piézocône — Rectificatif technique 1

General Information

Status
Withdrawn
Publication Date
02-Jan-2013
ICS
93.020 - Earthworks. Excavations. Foundation construction. Underground works
Technical Committee
ISO/TC 182 - Geotechnics
Drafting Committee
ISO/TC 182 - Geotechnics
Current Stage
9599 - Withdrawal of International Standard
Start Date
20-Dec-2022
Completion Date
13-Dec-2025
Ref Project

Relations

Corrects
ISO 22476-1:2012 - Geotechnical investigation and testing - Field testing - Part 1: Electrical cone and piezocone penetration test
Effective Date
17-Jul-2021
Revised
ISO 22476-1:2022 - Geotechnical investigation and testing - Field testing - Part 1: Electrical cone and piezocone penetration test
Effective Date
07-Apr-2018
ISO 22476-1:2012/Cor 1:2013ISO 22476-1:2012/Cor 1:2013
PreviousNext
Standard
ISO 22476-1:2012/Cor 1:2013
English language
36 pages
sale 15% off
Preview
sale 15% off
Preview
ISO 22476-1:2012/Cor 1:2013ISO 22476-1:2012/Cor 1:2013
PreviousNext
Standard
ISO 22476-1:2012/Cor 1:2013
French language
36 pages
sale 15% off
Preview
sale 15% off
Preview

Frequently Asked Questions

ISO 22476-1:2012/Cor 1:2013 is a standard published by the International Organization for Standardization (ISO). Its full title is "Geotechnical investigation and testing - Field testing - Part 1: Electrical cone and piezocone penetration test - Technical Corrigendum 1". This standard covers: Geotechnical investigation and testing - Field testing - Part 1: Electrical cone and piezocone penetration test - Technical Corrigendum 1

Geotechnical investigation and testing - Field testing - Part 1: Electrical cone and piezocone penetration test - Technical Corrigendum 1

ISO 22476-1:2012/Cor 1:2013 is classified under the following ICS (International Classification for Standards) categories: 93.020 - Earthworks. Excavations. Foundation construction. Underground works. The ICS classification helps identify the subject area and facilitates finding related standards.

ISO 22476-1:2012/Cor 1:2013 has the following relationships with other standards: It is inter standard links to ISO 22476-1:2012, ISO 22476-1:2022. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.

You can purchase ISO 22476-1:2012/Cor 1:2013 directly from iTeh Standards. The document is available in PDF format and is delivered instantly after payment. Add the standard to your cart and complete the secure checkout process. iTeh Standards is an authorized distributor of ISO standards.

Standards Content (Sample)


INTERNATIONAL STANDARD ISO 22476-1:2012
TECHNICAL CORRIGENDUM 1
Published 2013-01-15
INTERNATIONAL ORGANIZATION FOR STANDARDIZATION  МЕЖДУНАРОДНАЯ ОРГАНИЗАЦИЯ ПО СТАНДАРТИЗАЦИИ  ORGANISATION INTERNATIONALE DE NORMALISATION

Geotechnical investigation and testing — Field testing —
Part 1:
Electrical cone and piezocone penetration test
TECHNICAL CORRIGENDUM 1
Reconnaissance et essais géotechniques — Essais en place —
Partie 1: Essais de pénétration au cône électrique et au piézocône
RECTIFICATIF TECHNIQUE 1
Technical Corrigendum 1 to ISO 22476-1:2012 was prepared by Technical Committee ISO/TC 182,
Geotechnics, Sub
...


NORME INTERNATIONALE ISO 22476-1:2012
RECTIFICATIF TECHNIQUE 1
Publié 2013-01-15
INTERNATIONAL ORGANIZATION FOR STANDARDIZATION  МЕЖДУНАРОДНАЯ ОРГАНИЗАЦИЯ ПО СТАНДАРТИЗАЦИИ  ORGANISATION INTERNATIONALE DE NORMALISATION

Reconnaissance et essais géotechniques — Essais en place —
Partie 1:
Essais de pénétration au cône électrique et au piézocône
RECTIFICATIF TECHNIQUE 1
Geotechnical investigation and testing — Field testing —
Part 1: Electrical cone and piezocone penetration test
TECHNICAL CORRIGENDUM 1
Le Rectificatif technique 1 à l'ISO 22476-1:2012 a été élaboré par le comité technique ISO/TC 182,
Géotech
...

Questions, Comments and Discussion

Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.

Loading comments...

This May Also Interest You

ISO
ISO 18674-7:2025(Main)
Geotechnical investigation and testing - Geotechnical monitoring by field instrumentation - Part 7: Measurement of strains: Strain gauges

This document specifies the measurement of strain by means of strain gauges and strainmeters carried out for geotechnical monitoring. General rules of performance monitoring of the ground, of structures interacting with the ground, of geotechnical fills and of geotechnical works are presented in ISO 18674-1. This document is applicable to: - performance monitoring of - 1-D structural members such as piles, struts, props and anchor tendons; - 2-D structural members such as foundation plates, sheet piles, diaphragm walls, retaining walls and shotcrete/concrete tunnel linings; - 3-D structural members such as gravity dams, earth- and rock-fill dams, embankments and reinforced soil structures; - checking geotechnical designs and adjustment of construction in connection with the observational design procedure; - evaluating stability during or after construction. With the aid of a stress-strain relationship of the material, strain data can be converted into stress and/or forces (for 1-D members; see ISO 18674-8) or stresses (for 2-D and 3-D members, see ISO 18674-5). NOTE This document fulfils the requirements for the performance monitoring of the ground, of structures interacting with the ground and of geotechnical works by the means of strain measuring instruments as part of the geotechnical investigation and testing in accordance with References [1] and [2].

  • Standard
    47 pages
    English language
    sale 15% off
ISO
ISO 16383-1:2025(Main)
Geotechnical investigation and testing - Laboratory testing of rock - Part 1: Determination of water content

This document specifies a method of determining the water content of rocks. This document is applicable to the laboratory determination of the water content of a rock test specimen by oven-drying within the scope of geotechnical investigations. The oven-drying method is the definitive procedure used in usual laboratory practice. The practical procedure for determining the water content of a rock is to determine the mass loss on drying the test specimen to a constant mass in a drying oven controlled at a given temperature. The mass loss is assumed to be due to free water and is referenced to the remaining dry mass of the test specimen. NOTE This document fulfils the requirements of the determination of water content of rock for geotechnical investigation and testing according to EN 1997-2.

  • Standard
    9 pages
    English language
    sale 15% off
  • Standard
    19 pages
    French language
    sale 15% off
ISO
ISO 22476-16:2024(Main)
Geotechnical investigation and testing - Field testing - Part 16: Borehole shear test

This document is applicable to the borehole shear test using the phicometer procedure, commonly named the phicometer test (etymologically derived from phi for friction angle, co for cohesion and meter for measurement). The test can be performed in all types of natural soils, fills and artificial soils, which can be saturated or not. It does not apply to very soft fine soils, very loose coarse soils, medium strong to very strong rocks and natural or artificial soils with a predominance of cobbles having a particle diameter greater than 150 mm. Generally, the test is applicable in soils with an order of magnitude of their in situ resistance characteristics as follows: - Ménard pressuremeter limit pressure: 0,4 MPa lM - CPT Cone resistance: 1,5 MPa - SPT N: 8 The test can also be carried out in soils presenting a resistance outside these application limits as long as the representativeness of the results is assessed or validated by the analysis of the PBST graphs (see Clause 8). This document applies only to tests carried out at a depth less than or equal to 30 m. The parameters derived from this test are the shear strength properties, as the cohesion and angle of friction.

  • Standard
    41 pages
    English language
    sale 15% off
  • Standard
    44 pages
    French language
    sale 15% off
ISO
ISO 18674-8:2023(Main)
Geotechnical investigation and testing - Geotechnical monitoring by field instrumentation - Part 8: Measurement of loads: Load cells

This document specifies the measurement of forces by means of load cells carried out for geotechnical monitoring. General rules of performance monitoring of the ground, of structures interacting with the ground, of geotechnical fills and of geotechnical works are presented in ISO 18674-1. This document is applicable to: - performance monitoring of geotechnical structures such as anchors, tiebacks, piles, struts, props and steel linings; - checking geotechnical designs and adjustment of construction in connection with the observational method; - evaluating stability during or after construction. This document is not applicable to devices where the load is purposely applied to geotechnical structures in the wake of geotechnical field tests such as calibrated hydraulic jacks for pull-out tests of anchors or load tests of piles. NOTE 1 This document fulfils the requirements for the performance monitoring of the ground, of structures interacting with the ground and of geotechnical works by the means of load cells as part of the geotechnical investigation and testing in accordance with References [2] and [3]. NOTE 2 ISO 18674-7 is intended to define the measurement of forces by means of strain or displacement gauges.

  • Standard
    33 pages
    English language
    sale 15% off
  • Standard
    34 pages
    French language
    sale 15% off
ISO
ISO 22477-2:2023(Main)
Geotechnical investigation and testing - Testing of geotechnical structures - Part 2: Testing of piles: Static tension load testing

This document establishes the specifications for the execution of static pile load tests in which a single pile is subjected to an axial static load in tension in order to define its load-displacement behaviour. This document is applicable to vertical piles as well as raking piles. All types of piles are covered by this document. The tests considered in this document are limited to maintained load tests. Cyclic load tests are not covered by this document. NOTE ISO 22477-2 is intended to be used in conjunction with EN 1997-1. Numerical values of partial factors for limit states and of correlation factors to derive characteristic values from static pile load tests to be taken into account in design are provided in EN 1997-1. This document provides specifications for the execution of static axial pile load tests: a) checking that a pile behaves as designed, b) measuring the resistance of a pile.

  • Standard
    19 pages
    English language
    sale 15% off
  • Standard
    21 pages
    French language
    sale 15% off
ISO
ISO 22476-5:2023(Main)
Geotechnical investigation and testing - Field testing - Part 5: Prebored pressuremeter test

This document is applicable to pressuremeter tests using cylindrical flexible probes placed in pre-existent boreholes using testing procedures other than the Menard procedure. Pressuremeter tests following the Menard procedure are provided in ISO 22476-4. NOTE A high-pressure flexible pressuremeter probe which contains transducers for the measurement of radial displacements is also known as flexible dilatometer probe or high-pressure dilatometer probe. This document applies to tests performed in any kind of grounds, starting from soils, treated or untreated fills, hard soils and soft rocks, up to hard and very hard rocks, either on land or offshore. The parameters derived from this test can include stiffness, strength, initial in-situ stress state and consolidation properties.

  • Standard
    37 pages
    English language
    sale 15% off
ISO
ISO 22476-1:2022(Main)
Geotechnical investigation and testing - Field testing - Part 1: Electrical cone and piezocone penetration test

This document establishes equipment, procedural and reporting requirements and recommendations on cone and piezocone penetration tests. NOTE This document fulfils the requirements for cone and piezocone penetration tests as part of geotechnical investigation and testing according to the EN 1997 series. This document specifies the following features: a) type of cone penetration test; b) cone penetrometer class according to Table 2; c) test categories according to Table 3; d) penetration length or penetration depth; e) elevation of the ground surface or the underwater ground surface at the location of the cone penetration test with reference to a datum; f) location of the cone penetration test relative to a reproducible fixed location reference point; g) pore pressure dissipation tests. This document covers onshore and nearshore cone penetration test (CPT). For requirements for offshore CPT, see ISO 19901-8.

  • Standard
    66 pages
    English language
    sale 15% off
ISO
ISO 24057:2022(Main)
Geotechnics - Array measurement of microtremors to estimate shear wave velocity profile

This document specifies requirements for equipment, survey procedure, data analysis and reporting of array measurement of microtremors which is one of the non-destructive testing methods with an array of sensors deployed on the ground surface. This document applies to the array measurement of microtremors to estimate a 1D shear wave velocity profile. This document specifically describes array measurement of microtremors using vertical ground vibration to estimate an S-wave velocity profile by processing microtremor records based on the fundamental mode of Rayleigh waves.

  • Standard
    38 pages
    English language
    sale 15% off
ISO
ISO 17892-1:2014/Amd 1:2022(Amendment)
Geotechnical investigation and testing - Laboratory testing of soil - Part 1: Determination of water content - Amendment 1
  • Standard
    1 page
    English language
    sale 15% off
  • Standard
    1 page
    French language
    sale 15% off
  • Standard
    1 page
    French language
    sale 15% off
ISO
ISO 17892-12:2018/Amd 2:2022(Amendment)
Geotechnical investigation and testing - Laboratory testing of soil - Part 12: Determination of liquid and plastic limits - Amendment 2
  • Standard
    2 pages
    English language
    sale 15% off
  • Standard
    2 pages
    French language
    sale 15% off
  • Standard
    2 pages
    French language
    sale 15% off