Prediction of structural behavior of PVC sewer manhole |
Kim, Sunhee
(홍익대학교 토목공학과)
Cho, Jinkyu (김포대학교 건설토목과) Joo, Hyungjung (아이시스(주)) Kim, Yongsoo (평화PPI) Yoon, Soonjong (홍익대학교 토목공학과) |
1 | ASTM D 2487 (2011) Standard practice for classification of soils for engineering purposes (unified soil classification system), American Society for Testing and Materials. |
2 | MIDAS (2006) Analysis Reference, MIDAS Information Technology Co., Ltd. |
3 | Guideline of sewer system (2011) Ministry of Environment, Korea. |
4 | Specification for highway design (2010) Korea Road & Transportation Association, Korea. |
5 | KS M 3600 (2009) Structured-wall polyvinyl chloride (PVC) pipes for non-pressure underground drainage and sewerage-doublewall corrugated pipe and rib pipe, Korean Agency for Technology and Standards. |
6 | KS MISO 6259-1 (2008) Thermoplastics pipesdetermination of tensile properties-part 1: general test method, Korean Agency for Technology and Standards. |
7 | Yoon, S.J. (2011) Structural behavior and design of high durability PH sewer manhole, Research Report, Hongik University Research Institute of Science and Technology. |
8 | KS MISO 6259-2 (2008) Thermoplastics pipesdetermination of tensile properties-part 2: pipes made of unplasticized poly (vinyl chloride) (PVC-U), chlorinated poly (vinyl chloride) (PVC-C) and high-impact poly (vinyl chloride) (PVC-HI), Korean Agency for Technology and Standards. |