Plastics piping systems used for the rehabilitation of pipelines — Classification and overview of strategic, tactical and operational activities

Classification and information on design of plastics piping systems used for renovation

Classification and information on design and applications of plastics piping systems used for renovation and replacement

Plastics piping systems used for the rehabilitation of pipelines — Classification and overview of strategic, tactical and operational activities

Plastics piping systems for renovation of underground non-pressure drainage and sewerage networks — Part 1: General

Plastics piping systems for renovation of underground non-pressure drainage and sewerage networks — Part 1: General

Plastics piping systems for renovation of underground non-pressure drainage and sewerage networks — Part 2: Lining with continuous pipes

Plastics piping systems for renovation of underground non-pressure drainage and sewerage networks — Part 3: Lining with close-fit pipes

Plastics piping systems for renovation of underground non-pressure drainage and sewerage networks — Part 3: Lining with close-fit pipes — Technical Corrigendum 1

Plastics piping systems for renovation of underground non-pressure drainage and sewerage networks — Part 3: Lining with close-fit pipes

Plastics piping systems for renovation of underground non-pressure drainage and sewerage networks — Part 4: Lining with cured-in-place pipes

Plastics piping systems for renovation of underground non-pressure drainage and sewerage networks — Part 4: Lining with cured-in-place pipes

Plastics piping systems for renovation of underground non-pressure drainage and sewerage networks — Part 4: Lining with cured-in-place pipes — Amendment 1: Updated definitions, marking requirements and procedure for alternative expression of flexural test results

Plastics piping systems for renovation of underground non-pressure drainage and sewerage networks — Part 7: Lining with spirally-wound pipes

Plastics piping systems for renovation of underground non-pressure drainage and sewerage networks — Part 7: Lining with spirally-wound pipes

Plastics piping systems for renovation of underground non-pressure drainage and sewerage networks — Part 9: Lining with a rigidly anchored plastics inner layer

Plastics piping systems for renovation of underground drainage and sewerage networks under pressure — Part 1: General

Plastics piping systems for renovation of underground drainage and sewerage networks under pressure — Part 1: General

Plastics piping systems for renovation of underground drainage and sewerage networks under pressure — Part 2: Lining with continuous pipes

Plastics piping systems for renovation of underground drainage and sewerage networks under pressure — Part 3: Lining with close-fit pipes

Plastics piping systems for renovation of underground drainage and sewerage networks under pressure — Part 3: Lining with close-fit pipes

Plastics piping systems for renovation of underground drainage and sewerage networks under pressure — Part 4: Lining with cured-in-place pipes

Plastics piping systems for renovation of underground water supply networks — Part 1: General

Plastics piping systems for renovation of underground water supply networks — Part 1: General

Plastics piping systems for renovation of underground water supply networks — Part 2: Lining with continuous pipes

Plastics piping systems for renovation of underground water supply networks — Part 3: Lining with close-fit pipes

Plastics piping systems for renovation of underground water supply networks — Part 3: Lining with close-fit pipes

Plastics piping systems for renovation of underground water supply networks — Part 4: Lining with cured-in-place pipes

Plastics piping systems for renovation of underground water supply networks — Part 11: Lining with inserted hoses

Plastics piping systems for renovation of underground gas supply networks — Part 1: General

Plastics piping systems for renovation of underground gas supply networks — Part 1: General

Plastics piping systems for renovation of underground gas supply networks — Part 2: Lining with continuous pipes

Plastics piping systems for renovation of underground gas supply networks — Part 3: Lining with close-fit pipes

Plastics piping systems for renovation of underground gas supply networks — Part 3: Lining with close-fit pipes

Piping systems for rehabilitation of underground drainage, sewerage and water supply networks — Part 1: Polyethylene (PE) material

Piping systems for rehabilitation of underground drainage, sewerage and water supply networks — Part 2: Thermoset composite materials

Piping systems for rehabilitation of underground drainage, sewerage and water supply networks — Part 3: Unplasticized poly (vinyl chloride) (PVC-U) material

Piping systems for rehabilitation of underground drainage, sewerage and water supply networks — Part 4: Thermoplastic composite materials

Piping systems for rehabilitation of underground gas supply networks — Part 1: Polyethylene (PE) material

Plastics piping systems for the trenchless replacement of underground pipeline networks — Part 1: Replacement on the line by pipe bursting and pipe extraction

Plastics piping systems for the trenchless replacement of underground pipeline networks — Part 2: Replacement off the line by horizontal directional drilling and impact moling

Assessment of conformity of plastics piping systems for the rehabilitation of existing pipelines — Part 1: Polyethylene (PE) material

Assessment of conformity of plastics piping systems for the rehabilitation of existing pipelines — Part 1: Polyethylene (PE) material

Assessment of conformity of plastics piping systems for the rehabilitation of existing pipelines — Part 2: Resin-fibre composite (RFC) material

Assessment of conformity of plastics piping systems for the rehabilitation of existing pipelines — Part 3: Unplasticised poly(vinyl chloride) (PVC-U) material

Assessment of conformity of plastics piping systems for the rehabilitation of existing pipelines — Part 3: Unplasticised poly(vinyl chloride) (PVC-U) material