DIN EN ISO 18674-1 Geotechnical investigation and testing - Geotechnical monitoring by field instrumentation - Part 1: General rules (ISO 18674-1:2015)
Данный раздел/документ содержится в продуктах:
- Техэксперт: Машиностроительный комплекс
- Картотека зарубежных и международных стандартов
- DIN 4126 Stability analysis of diaphragm walls
- DIN 4085 Beiblatt 1 Subsoil - Calculation of earth-pressure - Supplement 1: Calculation examples
- DIN 4126 Beiblatt 1 Stability analysis of diaphragm walls - Supplement 1: Explanations
- DIN 4127 Earthworks and foundation engineering - Test methods for supporting fluids used in the construction of diaphragm walls and their constituent products
- DIN 18124 Soil, investigation and testing - Determination of density of solid particles - Capillary pyknometer, wide mouth pycnometer, gas pycnometer
- DIN 18121-2 Soil, investigation and testing - Watercontent - Part 2: Determination by rapid methods
- DIN 18124 Soil, investigation and testing - Determination of density of solid particles - Capillary pyknometer, wide mouth pycnometer, gas pycnometer
- DIN 4127 Earthworks and foundation engineering - Test methods for supporting fluids used in the construction of diaphragm walls and their constituent products
- DIN 4126 Beiblatt 1 Stability analysis of diaphragm walls - Supplement 1: Explanations
- DIN 4085 Beiblatt 1 Subsoil - Calculation of earth-pressure - Supplement 1: Calculation examples
- 93
- DIN 4126 Stability analysis of diaphragm walls
- DIN 4085 Beiblatt 1 Subsoil - Calculation of earth-pressure - Supplement 1: Calculation examples
- DIN 4126 Beiblatt 1 Stability analysis of diaphragm walls - Supplement 1: Explanations
- DIN 4127 Earthworks and foundation engineering - Test methods for supporting fluids used in the construction of diaphragm walls and their constituent products
- DIN 18124 Soil, investigation and testing - Determination of density of solid particles - Capillary pyknometer, wide mouth pycnometer, gas pycnometer
- DIN 18121-2 Soil, investigation and testing - Watercontent - Part 2: Determination by rapid methods
- DIN 18124 Soil, investigation and testing - Determination of density of solid particles - Capillary pyknometer, wide mouth pycnometer, gas pycnometer
- DIN 4127 Earthworks and foundation engineering - Test methods for supporting fluids used in the construction of diaphragm walls and their constituent products
- DIN 4126 Beiblatt 1 Stability analysis of diaphragm walls - Supplement 1: Explanations
- DIN 4085 Beiblatt 1 Subsoil - Calculation of earth-pressure - Supplement 1: Calculation examples
- 93.020
- DIN 4126 Stability analysis of diaphragm walls
- DIN 4085 Beiblatt 1 Subsoil - Calculation of earth-pressure - Supplement 1: Calculation examples
- DIN 4126 Beiblatt 1 Stability analysis of diaphragm walls - Supplement 1: Explanations
- DIN 4127 Earthworks and foundation engineering - Test methods for supporting fluids used in the construction of diaphragm walls and their constituent products
- DIN 18124 Soil, investigation and testing - Determination of density of solid particles - Capillary pyknometer, wide mouth pycnometer, gas pycnometer
- DIN 18121-2 Soil, investigation and testing - Watercontent - Part 2: Determination by rapid methods
- DIN 18124 Soil, investigation and testing - Determination of density of solid particles - Capillary pyknometer, wide mouth pycnometer, gas pycnometer
- DIN 4127 Earthworks and foundation engineering - Test methods for supporting fluids used in the construction of diaphragm walls and their constituent products
- DIN 4126 Beiblatt 1 Stability analysis of diaphragm walls - Supplement 1: Explanations
- DIN 4085 Beiblatt 1 Subsoil - Calculation of earth-pressure - Supplement 1: Calculation examples
- DIN 4126 Stability analysis of diaphragm walls
- DIN 4126 Stability analysis of diaphragm walls
- DIN 4085 Beiblatt 1 Subsoil - Calculation of earth-pressure - Supplement 1: Calculation examples
- DIN 4126 Beiblatt 1 Stability analysis of diaphragm walls - Supplement 1: Explanations
- DIN 4127 Earthworks and foundation engineering - Test methods for supporting fluids used in the construction of diaphragm walls and their constituent products
- DIN 18124 Soil, investigation and testing - Determination of density of solid particles - Capillary pyknometer, wide mouth pycnometer, gas pycnometer
- DIN 18121-2 Soil, investigation and testing - Watercontent - Part 2: Determination by rapid methods
- DIN 18124 Soil, investigation and testing - Determination of density of solid particles - Capillary pyknometer, wide mouth pycnometer, gas pycnometer
- DIN 4127 Earthworks and foundation engineering - Test methods for supporting fluids used in the construction of diaphragm walls and their constituent products
- DIN 4126 Beiblatt 1 Stability analysis of diaphragm walls - Supplement 1: Explanations
- DIN 4126 Beiblatt 1 Stability analysis of diaphragm walls - Supplement 1: Explanations
- DIN 4127 Earthworks and foundation engineering - Test methods for supporting fluids used in the construction of diaphragm walls and their constituent products
- DIN 18124 Soil, investigation and testing - Determination of density of solid particles - Capillary pyknometer, wide mouth pycnometer, gas pycnometer
- DIN 18121-2 Soil, investigation and testing - Watercontent - Part 2: Determination by rapid methods
- DIN 18124 Soil, investigation and testing - Determination of density of solid particles - Capillary pyknometer, wide mouth pycnometer, gas pycnometer
- DIN 4127 Earthworks and foundation engineering - Test methods for supporting fluids used in the construction of diaphragm walls and their constituent products
- DIN 4127 Earthworks and foundation engineering - Test methods for supporting fluids used in the construction of diaphragm walls and their constituent products
- DIN 18124 Soil, investigation and testing - Determination of density of solid particles - Capillary pyknometer, wide mouth pycnometer, gas pycnometer
- DIN 18121-2 Soil, investigation and testing - Watercontent - Part 2: Determination by rapid methods
- DIN 18124 Soil, investigation and testing - Determination of density of solid particles - Capillary pyknometer, wide mouth pycnometer, gas pycnometer
- DIN 18124 Soil, investigation and testing - Determination of density of solid particles - Capillary pyknometer, wide mouth pycnometer, gas pycnometer
- DIN 18121-2 Soil, investigation and testing - Watercontent - Part 2: Determination by rapid methods
- DIN 18121-2 Soil, investigation and testing - Watercontent - Part 2: Determination by rapid methods
- DIN 18127 Soil, investigation and testing - Proctor-test
- DIN 18125-1 Soil, investigation and testing - Determination of density of soil - Part 1: Laboratory tests
- DIN SPEC 91322 Bore head radar for horizontal directional drilling (HDD-radar) - Environment, conditions and limitations of use
- DIN 18196 Earthworks and foundations - Soil classification for civil engineering purposes
- DIN EN ISO 14689-1 Geotechnical investigation and testing - Identification and classification of rock - Part 1: Identification and description (ISO 14689-1:2003)
- DIN 4126 Stability analysis of diaphragm walls
- Картотека зарубежных и международных стандартов
Deutsches Institut fur Normung e. V.
Geotechnical investigation and testing - Geotechnical monitoring by field instrumentation - Part 1: General rules (ISO 18674-1:2015)
N EN ISO 18674-1
Annotation
This part of ISO 18674 lays out the general rules for the performance monitoring of the ground, of structures interacting with the ground, of geotechnical fills, and of geotechnical works.
NOTE ISO 18674 fulfils the requirements for general rules for the performance monitoring of the ground, of structures interacting with the ground, of geotechnical fills, and of geotechnical works as part of the geotechnical investigation and testing according to EN 1997-1[8] and EN 1997-2[9].
Specifically, this part of ISO 18674 applies to field instrumentation and measurements carried out
— in connection with site investigations of soils and rocks,
— in connection with Observational Design procedures,
— in connection with the performance of geotechnical structures before, during, and after construction,
— for ground behaviour evaluation, e.g. unstable slopes, consolidation etc.,
— for the proof or follow-up of a new equilibrium within the ground, after disturbance of its natural state by construction measures (e.g. foundation loads, excavation of soil, tunnelling),
— for the proof or follow-up of the stability, serviceability, and safety of structures and operations which might be influenced by geotechnical construction,
— for perpetuation of evidence, and



