Methods of test for soils for civil engineering purposes Compressibility, permeability and durability testsīS EN 16907-6 - EARTHWORKS - PART 6: LAND RECLAMATION WITH DREDGED HYDRAULIC FILLĮUROCODE 7 - GEOTECHNICAL DESIGN - PART 2: GROUND INVESTIGATION AND TESTING Methods of test for soils for civil engineering purposes Shear strength tests (total stress) METHODS OF TEST FOR GEOTEXTILES - DETERMINATION OF SAND-GEOTEXTILE FRICTIONAL BEHAVIOUR BY DIRECT SHEAR PAVEMENTS CONSTRUCTED WITH CLAY, NATURAL STONE OR CONCRETE PAVERS - GUIDE FOR THE STRUCTURAL DESIGN OF HEAVY DUTY PAVEMENTS CONSTRUCTED OF CLAY PAVERS OR PRECAST CONCRETE PAVING BLOCKSĬODE OF PRACTICE FOR EARTH RETAINING STRUCTURES TESTING CONCRETE - METHOD FOR DETERMINATION OF DENSITY OF PARTIALLY COMPACTED SEMI DRY FRESH CONCRETEīS 7533-13 - PAVEMENTS CONSTRUCTED WITH CLAY, NATURAL STONE OR CONCRETE PAVERS - PART 13: GUIDE FOR THE STRUCTURAL DESIGN OF PERMEABLE PAVEMENTS
NA TO BS EN 1997-2 - UK NATIONAL ANNEX TO EUROCODE 7 - GEOTECHNICAL DESIGN - PART 2: GROUND INVESTIGATION AND TESTING VEHICLE SECURITY BARRIERS - LOW SPEED IMPACT TESTING - PART 1: TROLLEY IMPACT TEST METHOD FOR BOLLARDS METHODS OF TEST FOR SOILS FOR CIVIL ENGINEERING PURPOSES - PART 1: GENERAL REQUIREMENTS AND SAMPLE PREPARATIONĬODE OF PRACTICE FOR TEMPORARY WORKS PROCEDURES AND THE PERMISSIBLE STRESS DESIGN OF FALSEWORKĬode of practice for ground investigations METHODS OF TEST FOR SOILS FOR CIVIL ENGINEERING PURPOSES - PART 3: CHEMICAL AND ELECTRO-CHEMICAL TESTSĮUROCODE 7: GEOTECHNICAL DESIGN - PART 2: DESIGN ASSISTED BY LABORATORY TESTING PAVEMENTS CONSTRUCTED WITH CLAY, NATURAL STONE OR CONCRETE PAVERS - PART 13: GUIDE FOR THE DESIGN OF PERMEABLE PAVEMENTS CONSTRUCTED WITH CONCRETE PAVING BLOCKS AND FLAGS, NATURAL STONE SLABS AND SETTS AND CLAY PAVERSīS 5930 - CODE OF PRACTICE FOR GROUND INVESTIGATIONS
MARITIME STRUCTURES - PART 5: CODE OF PRACTICE FOR DREDGING AND LAND RECLAMATIONīS 5975:2018 - CODE OF PRACTICE FOR TEMPORARY WORKS PROCEDURES AND THE PERMISSIBLE STRESS DESIGN OF FALSEWORK
0 kommentar(er)
