STN EN ISO 18674-7
| Name: | STN EN ISO 18674-7 |
| Validity: | Valid |
| Number of pages: | 56 |
| Language: |
EN
Pripravuje sa preklad do slovenského jazyka. Pre viac informácií nás kontaktujte na navrhynoriem@normoff.gov.sk
|
| Paper: | 21,40€ |
| Electronic version |
a) Only read (without ability to print and copy)
19,26€ b) Without ability to print, with ability to copy (printscreen) 21,40€ c) With ability to print and copy (printscreen) 27,82€ |
| Slovak title | Geotechnický prieskum a skúšky. Geotechnický monitoring pomocou terénnych prístrojov. Časť 7: Meranie deformácií: tenzometre (ISO 18674-7: 2025) |
| English title | Geotechnical investigation and testing - Geotechnical monitoring by field instrumentation - Part 7: Measurement of strains: Strain gauges (ISO 18674-7:2025) |
| Release Date: | 01. 05. 2026 |
| Date of withdrawal: | |
| ICS: | 93.020 |
| Sorting character/National clasification code | 72 1034 |
| Level of incorporation: | idt EN ISO 18674-7:2025, idt ISO 18674-7:2025 |
| Official Journal | 04/26 |
| Amendments | |
| Replaced by: | |
| Repleces: | |
| Note in Official Journal: | |
| Subject of the standard: | 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 ... |
| Preview: | Náhľad normy (PDF) |