This study is intended to analyze the stress distribution of gas pipe buried in soft ground. A numerical analysis was carried out with API 5L X 65 steel gas pipe. The analytical model describes the typical cohesive sediment bed in domestic southwest coast, and embankment load is adopted for this research. Compared with residual soil conditions, the effective stress increases by 23∼26%. From the results, it can be suggested that the difference in soil stiffness would significantly affect the stress distribution of gas pipe buried in soft clay.

• 조진우(한국건설기술연구원 GEO-인프라연구실 전임연구원, 공학석사) | Cho, Jin Woo
• 김진만(한국건설기술연구원 GEO-인프라연구실 선임연구위원, 공학박사) | Kim, Jin Man
• 정석영(한국가스공사 연구개발원 책임연구원, 공학박사) | Jeong, Sek Young
• 김준호(한국가스공사 연구개발원 책임연구원, 공학박사) | Kim, Joon Ho
• 홍성경(한국가스공사 연구개발원 수석연구원, 공학박사) | Hong, Seong Kyeong