Jet grouting with the superjet-midi method

Ground Improvement

Volumn 10, Issue 2, 2006, Pages 69-76

  Fang, Y S ^a   Kao, C C ^b   Chou, J ^c   Chain, K F ^a   Wang, D R ^a   Lin, C T ^a  

^a NATIONAL CHIAO TUNG UNIVERSITY   (Taiwan)

^b Dep of Rapid Transit System D3   (Taiwan)

^c Continental Engineering Corporation ^*  (Taiwan)

Author keywords

Case study; Jet grouting; Testing

Indexed keywords

ELASTICITY; FAILURE (MECHANICAL); JETS; ROCKS; STRAIN;

CASE STUDY; JET GROUTING;

GROUTING;

GROUND IMPROVEMENT; GROUTING;

EID: 33645034518     PISSN: 1365781X     EISSN: 1365781X     Source Type: Journal    
DOI: 10.1680/grim.2006.10.2.69     Document Type: Article

References (6)

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2. FANG Y. S., LTAO J. J. and SZE S. C. (1994b) An empirical strength criterion for jet grouted soilcrete. Engineering Geology, 37, No. 3-4, 285-293.
3. JSG ASSOCIATION (1986) JSG Method: Technical Information. JSG Association, Tokyo (in Japanese).
4. KAUSCHINGER J. L. and WELSH J. P. (1989) Jet grouting for urban construction. Proceedings of the Design, Construction, and Performance of Deep Excavations in Urban Areas Seminar at MIT, Cambridge, MA, pp. 1-60.
5. SRC (2002) Superjet Method: Technical Information. Superjet Research Council, Tokyo (in Japanese).
6. WANG D. R. (2004) The Incident Due to Shield Tunnelling and Its Restoration. Masters thesis, Department of Civil Engineering, National Chiao Tung University, Hsinchu, Taiwan (in Chinese).