DOI QR코드

DOI QR Code

The Estimation of Compacted State on Sea Dike Embankment with the Interrelationships Between the Hydraulic Head Loss Rate, the Hydraulic Conductivity and the Void Ratio

수두손실률, 투수계수 및 공극비의 상호관계를 통한 제체의 다짐상태 평가

  • Eam, Sung Hoon (Major of Rural Construction Engineering, Kongju National University)
  • Received : 2014.09.10
  • Accepted : 2014.11.19
  • Published : 2015.01.30

Abstract

In this study the laboratory test for hydraulic conductivity and the seepage analysis with finite element method on measurement section of sea dike embankment were performed for the purpose of estimating the relative density of embankment from the measured pore water pressures, and both results of the test and the analysis were coupled with the method of estimating seepage blocking state with the hydraulic head loss rate in sea dike embankment. The relationship of void ratio vs hydraulic head loss rate was obtained by setting hydraulic conductivity as common ordinate on the relationships between the void ratio and the hydraulic conductivity and between the hydraulic conductivity and the hydraulic head loss rate. The void ratio on the segment between measuring points was calculated from the coupled relationship of the void ratio vs the hydraulic conductivity. The allowable upper and lower limits of hydraulic head loss rate and those of void ratio on the safety were generated from the coupled relationship between the laboratory compaction test and the sedimentation test. Current hydraulic head loss rate and void ratio were evaluated in the allowable range between upper and lower limits.

Keywords

References

  1. Arya, L. M., and J. F. Paris, 1981. A physico-empirical model to predict the soil moisture characteristic from particle-size distribution and bulk density data. Soil Science Society of America Journal 45: 1023-1030. https://doi.org/10.2136/sssaj1981.03615995004500060004x
  2. Closson, D., and N. A. Karaki, 2014. Dikes stability monitoring versus sinkholes and subsidence, dead sea region, jordan, Ch. 10. In Land Applications of Radar Remote Sensing, ed. F. Holecz, P. Pasquali, N. Milisavljevic, and D. Closson, 281-307. InTech, under CC BY 3.0 License.
  3. Das, B. M., 2008a. Soil aggregate, plasticity, and classification, Ch. 1. In Advanced soil mechanics, 1-46. New York, Taylor & Francis.
  4. Das, B. M., 2008b. Permeability and seepage, Ch. 5. In Advanced soil mechanics, 170-275. New York, Taylor & Francis.
  5. Eam, S. H., 2013. The analysis of tidal effect on stress-strain behavior in the boundary surface of sea dike embankment. Journal of the Korean Society of Agricultural Engineers 55(2): 1-8 (in Korean). https://doi.org/10.5389/KSAE.2013.55.2.001
  6. Eam, S. H., 2015. The monitoring on gradual change of seepage blocking state with the hydraulic head loss rate change according to passage of time in sea dike embankment. Journal of the Korean Society of Agricultural Engineers 57(1): 1-9 (in Korean). https://doi.org/10.5389/KSAE.2015.57.1.001
  7. Eam, S. H., and G. Heo, 2014a. Development of seepage monitoring and analysis method with the hydraulic head loss rate in sea dike. Journal of the Korean Society of Agricultural Engineers 56(6): 1-9 (in Korean). https://doi.org/10.5389/KSAE.2014.56.6.001
  8. Eam, S. H., and G. Heo, 2014b. The estimation of seepage blocking state with the normalized hydraulic head loss rate at each seepage segment in sea dike embankment. Journal of the Korean Society of Agricultural Engineers 56(6): 159-167 (in Korean). https://doi.org/10.5389/KSAE.2014.56.6.159
  9. Eam, S. H., B. Y. Kang, K. W. Kim, J. H. Koo, S. I. Kang, H. Y. Cha, J. H. Jung, J. H. Cho, and K. S. Kim, 2010a. Development of the seepage flow monitoring method by the hydraulic head loss rate. Journal of the Korean Geotechnical Society 26(5): 37-48 (in Korean).
  10. Eam, S. H., C. Y. Yoon, S. P. Kim, and J. Heo, 2010b. Development of the seepage flow monitoring method by the hydraulic head loss rate on sea dike. In KGJ Fall National Conference, 60-68. Gyoenghi, Korea (in Korean).
  11. Fredlund, D. G., and A. Xing., 1994. Equations for the soil-water characteristic curve. Canadian Geotechnical Journal 31(4): 521-532. https://doi.org/10.1139/t94-061
  12. Fredlund, D. G., A. Xing, and S. Huang, 1994. Predicting the permeability function for unsaturated soil using the soil-water characteristic curve. Canadian Geotechnical Journal 31(4): 533-546. https://doi.org/10.1139/t94-062
  13. Hanssen, R. F., and F. J. Van Leijen, 2008. Monitoring deformation of water defense structures using satellite radar interferometry. In 13th FIG Symposium on Deformation Measurement and Analysis, 1-7.
  14. Huang, M., and J. Liu, 2009. Monitoring and analysis of Shanghai Pudong seawall performance. Journal of Performance of Constructed Facilities 23(6): 399-405. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000057
  15. Kim, Y. J., I. K. Cho, H. H. Yong, and S. H. Song, 2013. Time-lapse inversion of 3D resistivity monitoring data. Jigu-Mulli-wa-Mulli-Tamsa 16(4): 217-224 (in Korean).
  16. Korea Geotechnical Society, 2009. A manual for design code on foundation of structure, Gumiseagwan (in Korean).
  17. Korean Ministry for Agriculture, Forestry and Fisheries, 1991. Planning and design manual of improvement of farmland project : coastal reclamation, 267 (in Korean).