Coring soil-cement installed by deep mixing at Boston's CA/T project

Geotechnical Special Publication

Volumn , Issue 120 I, 2003, Pages 670-680

  Lambrechts, James R ^a   Nagel, Scott ^b  

^a HALEY AND ALDRICH INC   (United States)

^b Consulting Geologist Inc ^*  (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BITS; COMPRESSIVE STRENGTH; DISCHARGE (FLUID MECHANICS); HARDNESS; MECHANICAL TESTING; MIXING; ROCK DRILLING;

DEEP MIXING; FACE BIT; SCRATCH TEST;

SOIL CEMENT;

EID: 0037271429     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40663(2003)38     Document Type: Conference Paper

References (4)

1. Hosoya, Y., Nasu, T., Hibi, Y., Ogino, T., Kohata, Y., and Makihara, Y. (1996) "JGS TC Report: An Evaluation of the Strength of Soils Improved by DMM." Grouting and Deep Mixing, Yonekura, Terashi, and Shibazaki (eds.), Balkema, Rotterdam, pp. 919-930.
2. Lambrechts, J. R. and Roy, P.A. (1997), "Deep Soil-Cement Mixing for Tunnel Support at Boston's I-93NB/I-90 Interchange," Ground Improvement, Ground Reinforcement, Ground Treatment Developments 1987-1997, Geotechnical Special Publication No. 69, ASCE, pp. 579-603.
3. Maswoswe, J.J.G. (2001), "QA/QC for CA/T Deep Soil-Cement," Foundations and Ground Improvement, Geotechnical Special Publication No. 113, ASCE. pp. 610-624.
4. Roy, P.A. and Lambrechts, J.R. (1998). "Tough Conditions, Innovative Solutions, Civil Engineering, ASCE, pp. 40-43, April.