Source: https://infostore.saiglobal.com/en-us/Standards/ENV-1997-1-1994-333432_SAIG_CEN_CEN_766176/
Timestamp: 2020-04-09 17:39:07
Document Index: 323887923

Matched Legal Cases: ['art 1', 'ART 3', 'ART 1', 'ART 2', 'ART 1', 'ART 3', 'ART 1', 'ART 2', 'ART 3', 'ART 1', 'ART 1', 'ART 1', 'ART 1']

ENV 1997-1 : 1994 | EUROCODE 7: GEOTECHNICAL DESIGN - GENERAL RULES | SAI Global
1.1.1 Scope of Eurocode 7
1.1.2 Scope of Part 1 of Eurocode 7
1.1.3 Further Parts of Eurocode 7
1.3 Distinction between Principles and Application
1.5.1 Terms common to all Eurocodes
1.5.2 Special terms used in Eurocode 7
1.7 Symbols common to all Eurocodes
1.8 Symbols used in Eurocode 7
1.8.1 Latin upper case letters
1.8.2 Latin lower case letters
1.8.3 Greek lower case letters
1.8.4 Subscripts
2 BASIS OF GEOTECHNICAL DESIGN
2.2 Design situations
2.4 Geotechnical design by calculation
2.4.2 Actions in geotechnical design
2.4.4 Design strength of structural materials
2.4.5 Geometrical data
2.4.6 Limiting values for movements
2.5 Design by prescriptive measures
2.6 Load tests and tests an experimental models
2.7 The observational method
2.8 The Geotechnical Design Report
3 GEOTECHNICAL DATA
3.2 Geotechnical investigations
3.2.2 Preliminary investigations
3.2.3 Design investigations
3.3 Evaluation of geotechnical parameters
3.3.2 Characterization of soil and rock type
3.3.3 Unit weight
3.3.4 Relative density
3.3.5 Degree of compaction
3.3.6 Undrained shear strength of cohesive soils
3.3.7 Effective shear strength parameters for soils
3.3.8 Soil stiffness
3.3.9 Quality and properties of rocks and rock masses
3.3.10 Permeability and consolidation parameters
3.3.11 Cone parameters
3.3.12 Blow count from standard penetration tests and
3.3.13 Pressuremeter parameters
3.3.14 Dilatometer parameters
3.3.15 Compactibility
3.4 Ground Investigation Report
3.4.1 Presentation of geotechnical information
3.4.2 Evaluation of geotechnical information
4 SUPERVISION OF CONSTRUCTION, MONITORING AND MAINTENANCE
4.2.1 Plan of supervision
4.2.2 Inspection and control
4.2.3 Assessment of the design
4.3 Checking ground conditions
4.3.1 Soil and rock
4.4 Checking construction
5 FILL, DEWATERING, GROUND IMPROVEMENT
5.2 Fundamental requirements
5.3 Fill construction
5.3.2 Selection of fill material
5.3.3 Selection of fill placement and compaction
5.3.4 Checking the fill
5.4 Dewatering
5.5 Ground improvement and reinforcement
6 SPREAD FOUNDATIONS
6.2 Limit states
6.3 Actions and design situations
6.4 Design and construction considerations
6.5 Ultimate limit state design
6.5.1 Overall stability
6.5.2 Bearing resistance failure
6.5.3 Failure by sliding
6.5.4 Loads with large eccentricities
6.5.5 Structural failure due to foundation movement
6.6 Serviceability limit state design
6.6.1 Settlement
6.6.2 Vibration analysis
6.7 Foundations an rock: Additional design considerations
6.8 Structural design
7 PILE FOUNDATIONS
7.2 Limit states
7.3 Actions and design situations
7.3.2 Actions due to ground displacement
7.4 Design methods and design considerations
7.4.1 Design methods
7.4.2 Design considerations
7.5 Pile load tests
7.5.2 Static load tests
7.5.3 Dynamic load tests
7.5.4 Load test report
7.6 Piles in compression
7.6.1 Limit state design
7.6.2 Overall stability
7.6.3 Bearing resistance
7.6.4 Settlement of pile foundations
7.7 Piles in tension
7.7.2 Ultimate tensile resistance
7.7.3 Vertical displacement
7.8 Transversely loaded piles
7.8.2 Ultimate transverse load resistance
7.8.3 Transverse displacement
7.9 Structural design of piles
7.10 Supervision of construction
8.2 Limit states
8.3 Actions, geometrical data and design situations
8.3.1 Actions
8.3.2 Geometrical data
8.3.3 Design situations
8.4 Design and construction considerations
8.5 Determination of earth and water pressures
8.5.1 Design earth pressures
8.5.2 At rest values of earth pressure
8.5.3 Limit values of earth pressure
8.5.4 Intermediate values of earth pressure
8.5.5 Compaction effects
8.5.6 Water pressures
8.6 Ultimate limit state design
8.6.2 Overall stability
8.6.3 Foundation failure of gravity walls
8.6.4 Rotational failure of embedded walls
8.6.5 Vertical failure of embedded walls
8.6.6 Structural failure
8.6.7 Failure by pull-out of anchors
8.7 Serviceability limit state
8.7.2 Displacements
8.7.3 Vibrations
8.7.4 Structural serviceability limit states
8.8 Anchorages
8.8.1 Scope
8.8.2 Anchorage design
8.8.3 Construction considerations
8.8.4 Anchorage testing
8.8.5 Assessment tests
8.8.6 Acceptance tests
8.8.7 Supervision of construction and monitoring
9 EMBANKMENTS AND SLOPES
9.2 Limit states
9.3 Actions and design situations
9.4 Design and construction considerations
9.5 Ultimate limit state design
9.5.1 Loss of overall stability
9.5.2 Deformations
9.5.3 Superficial erosion, internal erosion and
hydraulic uplift
9.5.4 Rockslides
9.5.5 Rockfalls
9.5.6 Creep
9.6 Serviceability limit state design
ANNEX A: CHECK LIST FOR CONSTRUCTION SUPERVISION AND
A.1 Construction supervision
A.1.1 General items to be checked
A.1.2 Water flow and pore pressures
A.2 Performance monitoring
ANNEX B: A SAMPLE ANALYTICAL METHOD FOR BEARING
B.2 Undrained conditions
B.3 Drained conditions
ANNEX C: A SAMPLE SEMI-EMPIRICAL METHOD FOR BEARING
ANNEX D: SAMPLE METHODS FOR SETTLEMENT EVALUATION
D.1 Stress-strain method
D.2 Adjusted elasticity method
D.3 Settlements without drainage
D.4 Settlements caused by consolidation
D.5 Time-settlement behaviour
ANNEX E: A SAMPLE METHOD FOR DERIVING PRESUMED BEARING
RESISTANCE FOR SPREAD FOUNDATIONS ON ROCK
ANNEX F: A SAMPLE CALCULATION MODEL FOR THE TENSILE
RESISTANCE OF INDIVIDUAL OR GROUPED PILES
ANNEX G: SAMPLE PROCEDURES TO DETERMINE LIMIT VALUES OF
Applies to the geotechnical aspects of the design of buildings and civil engineering works.
DIN V ENV 1997-1 : 1996 Identical
NS ENV 1997-1 : 1ED 1997 Identical
DD ENV 1997-1 : 1995 Identical
I.S. ENV 1997-1:1994 Identical
UNI ENV 1997-1 : 1997 Identical
NF ENV 1997-1 : 96 XP Identical
NEN NVN ENV 1997-1 : 1995 Identical
NBN ENV 1997-1 : 1995 Identical
I.S. ENV 1997-3:1999 EUROCODE 7: GEOTECHNICAL DESIGN - PART 3: DESIGN ASSISTED BY FIELDTESTING
03/308533 DC : DRAFT JUNE 2003 EN 14731 - EXECUTION OF SPECIAL GEOTECHNICAL WORKS - GROUP TREATMENT BY DEEP VIBRATION
DIN 4094-1 : 2002 SUBSOIL - FIELD INVESTIGATIONS - PART 1: CONE PENETRATION TESTS
DD ENV 1991-2.4 : 1997 EUROCODE 1: BASIS OF DESIGN AND ACTIONS ON STRUCTURES - PART 2-4: ACTIONS ON STRUCTURES - WIND ACTIONS (TOGETHER WITH UNITED KINGDOM NATIONAL APPLICATION DOCUMENT)
03/105148 DC : DRAFT MAR 2003 PREN 14620-1 - DESIGN AND MANUFACTURE OF SITE BUILT, VERTICAL, CYLINDRICAL, FLAT-BOTTOMED STEEL TANKS FOR THE STORAGE OF REFRIGERATED, LIQUEFIED GASES WITH OPERATING TEMPERATURES BETWEEN -5 DEGREES C AND -165 DEGREES C - PART 1: GENERAL
99/100963 DC : DRAFT FEB 1999 PREN 13491 - REQUIRED CHARACTERISTICS FOR GEOMEMBRANES AND GEOMEMBRANE-RELATED PRODUCTS USED IN TUNNELS AND UNDERGROUND STRUCTURES
DD ENV 1991-3 : 2000 EUROCODE 1: BASIS OF DESIGN AND ACTIONS ON STRUCTURES - PART 3: TRAFFIC LOADS ON BRIDGES (TOGETHER WITH UNITED KINGDOM NATIONAL APPLICATION DOCUMENT)
99/100964 DC : DRAFT FEB 1999 PREN 13492 - REQUIRED CHARACTERISTICS FOR GEOMEMBRANES AND GEOMEMBRANE-RELATED PRODUCTS USED IN THE CONSTRUCTION OF LIQUID WASTE DISPOSAL SITES OR TRANSFER STATIONS
97/102975 DC : DRAFT APR 1997 PREN 12812 - FALSEWORK - PERFORMANCE REQUIREMENTS AND GENERAL DESIGN
PREN 14620-1 : DRAFT 2003 DESIGN AND MANUFACTURE OF SITE BUILT, VERTICAL, CYLINDRICAL, FLAT-BOTTOMED STEEL TANKS FOR THE STORAGE OF REFRIGERATED, LIQUEFIED GASES WITH OPERATING TEMPERATURES BETWEEN -5 DEGREES C AND -165 DEGREES C - PART 1: GENERAL
I.S. ENV 1994-2:1998 EUROCODE 4: DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - PART 2: COMPOSITE BRIDGES
DD ENV 1997-3 : 2000 EUROCODE 7: GEOTECHNICAL DESIGN - PART 3: DESIGN ASSISTED BY FIELDTESTING
I.S. EN 12716:2001 EXECUTION OF SPECIAL GEOTECHNICAL WORKS - JET GROUTING
I.S. EN 13031-1:2002 GREENHOUSES: DESIGN AND CONSTRUCTION - PART 1: COMMERCIAL PRODUCTION GREENHOUSES
EN 13031-1 : 2001 GREENHOUSES: DESIGN AND CONSTRUCTION - PART 1: COMMERCIAL PRODUCTION GREENHOUSES
DIN EN 13738 E : 2005 GEOTEXTILES AND GEOTEXTILE-RELATED PRODUCTS - DETERMINATION OF PULLOUT RESISTANCE IN SOIL
DIN EN 12715 : 2000 EXECUTION OF SPECIAL GEOTECHNICAL WORK - GROUTING
DIN EN 13031-1 E : 2003 GREENHOUSES - DESIGN AND CONSTRUCTION - PART 1: COMMERCIAL PRODUCTION GREENHOUSES
DIN EN 13031-1 : 2003 GREENHOUSES - DESIGN AND CONSTRUCTION - PART 1: COMMERCIAL PRODUCTION GREENHOUSES
DIN EN 13738 : 2005 GEOTEXTILES AND GEOTEXTILE-RELATED PRODUCTS - DETERMINATION OF PULLOUT RESISTANCE IN SOIL
Construction materials and building Protection of and in buildings Acoustics in building. Sound insulation Structures of buildings Structures of buildings in general Elements of buildings
Acoustics in building. Sound insulation Structures of buildings in general Elements of buildings