Experimental study of the separated joint of an underground pipeline rehabilitated by cured-in-place pipe

Author:

Hsu Jui-Min,Shou Keh-Jian

Funder

Taiwan Ministry of Science and Technology

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference41 articles.

1. Allouche, E., Alam, S., Al-Masud, M., & Dulam, R. (2012). Experimental examination of selected limit states of structural liners at locations of ring fracture. Pipelines 2012: Innovations in Design, Construction, Operations, and Maintenance- Doing More with Less, ASCE, 783–794.

2. Effect of wrinkles on the circumferential strength of a cast-in-place composite polymer liner used in retrofitting pressure pipes;Ampiah;Journal of Materials in Civil Engineering,2010

3. ASTM International (2016). Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube. ASTM, F1216-16.

4. ASTM International (2017a). Standard test method for flexural properties of unreinforced and reinforced plastics and electrical insulating materials by four-point bending. ASTM, D6272-17e1.

5. Standard test method for tensile properties of plastics;ASTM International;ASTM,2014

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