All Issue

2020 Vol.40, Issue 2 Preview Page

2019 Convention Article


April 2020. pp. 217-223
Abstract


References
1 

Busan Regional Maritime Affairs and Port Office (2013). Busan newport report (West container port hinterland construction) (in Korean).

2 

Chae, Y. M., Kim, J. H., Kim, M. J. and Kim, T. W. (2019). "Bearing capacity of soft soil by increasing seam tensile strength of geotextile." Fall Geotechnical Engineering Conference, 2019, pp. 163-164.

3 

Jeon, H. Y., Yuu, J. J. and Chang, Y. C. (2008), "Seaming behaviors interpretation of geotextile tube." Fall Geotechnical Engineering Conference, 2008, pp. 1593-1603.

4 

Kim, S. H., Chae, Y. M. and Kim, J. H. (2019). "Modification of bearing capacity formula considering seam tensile strength of geotextile in soft ground." Journal of the Korean Geotechnical Society, Vol. 35, No. 12, pp. 59-67 (in Korean).

5 

Meyerhof, G. G. (1974). "Ultimate bearing capacity of footings on sand layer overlying clay." Canadian Geotechnical Journal, Vol. 11, No. 2, pp. 224-229.

10.1139/t74-018
6 

Ministry of Ocean and Fisheries (MOF) (2012). Habor and fishing port design standard (in Korean).

7 

Plaxis (2019). Plaxis 2D user's manual, Bentley Systems, Inc.

8 

Yamanouchi, T. (1985). "Recent development in the used synthetic geofabrics and geogrids." Symposium on Recent Developments in Ground improvement Techniques, Bangkok, pp. 205-224.

9 

Korea Agency for Infrastructure Technology Advancement (KAIA) (2018). Development of sealing technology and efficient installation method for increasing joint strength of geotextile in soft ground, R&D Report, 18RDRP-B076564-05, South Korea (in Korean).

Information
  • Publisher :Korean Society of Civil Engineers
  • Publisher(Ko) :대한토목학회
  • Journal Title :JOURNAL OF THE KOREAN SOCIETY OF CIVIL ENGINEERS
  • Journal Title(Ko) :대한토목학회 논문집
  • Volume : 40
  • No :2
  • Pages :217-223
  • Received Date :2019. 11. 05
  • Revised Date :2020. 01. 13
  • Accepted Date : 2020. 03. 03