Published 2014 | Version v1
Journal article

Study on diversion length of the inclined capillary barrier using crushed scallop shell particles

  • 1. Kobe City College of Technology, Department of Civil Engineering, Kobe, Hyogo (Japan)
  • 2. Tobishima Corp., Research Institute of Technology, Noda, Chiba (Japan)
  • 3. Niigata Univ., Research Institute for Natural Hazards and Diaster Recovery, Niigata (Japan)
  • 4. Japan Atomic Power Co., Tokyo (Japan)

Description

The authors found that an employment of crushed scallop shells in the lower layer instead of gravel greatly helps to reduce the transport of the finer particles in the upper layer into the lower layer, and to provide an effective function of capillary barriers. In this study, the diversion lengths are measured in the field experiments using crushed shells instead of gravel in the lower layer, and compared it with the diversion lengths of the inclined capillary barrier having cover soil. As the result, the authors make clearly the diversion length of the inclined capillary barrier having cover soil. (author)

Availability note (English)

Available from http://dx.doi.org/10.2208/jscejoe.70.I_1092

Additional details

Identifiers

Publishing Information

Journal Title
Doboku Gakkai Ronbunshu B3. Kaiyo Kaihatsu (Online)
Journal Volume
70
Journal Issue
2
Journal Page Range
p. 1.1092-1.1097
ISSN
2185-4688

Optional Information

Notes
9 refs., 8 figs., 2 tabs.