All Issue

2019 Vol.29, Issue 3

September 2019. pp. 201-209
Abstract


References
1 

Donard, A.B., Mike, T., Allen, C., Paul, W., 1997, Drilled and grouted micropiles: state of practice review, FHWA-RD-96-016, 1-13~1-46.

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Jang, S.J., 2001, Estimate of effective diameter and laboratory model tests of soil nails by pressure-injected grout, Master's Coarse, Hongik University, 42-43.

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Karol, R.H., Swift, A.M., 1961, Symposium on grouting: Grouting in flowing water and stratified deposits, Journal of the Soil Mechanics and Foundations Division, 87(2), 125-148.

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Kim, N.S., 2015, A study on effect determination influence range in ground accordance with grout shape, Master's Thesis, Sangji University, 83-85.

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Kleyner, I., Krizek, R.J., 1995, Mathematical model for bore-injected cement grout installations, Journal of Geotechnical Engineering, 121(11), 782-788.

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Ministry of Agriculture and Forestry, 2006, Agricultural production base maintenance work planning design criteria, 35-37.

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Shimada, G., Takeshi, S., Taku, M., 1991, Quality: Chemical injection method of advanced technology, National Document of Science and Technology, 129-181.

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Information
  • Publisher :Korean Society of Engineering Geology
  • Publisher(Ko) :대한지질공학회
  • Journal Title :The Journal of Engineering Geology
  • Journal Title(Ko) :지질공학
  • Volume : 29
  • No :3
  • Pages :201-209
  • Received Date :2019. 07. 31
  • Revised Date :2019. 08. 19
  • Accepted Date : 2019. 08. 19