Effect of injection pressure on permeability and strength of microfine cement grouted sand

Geotechnical Special Publication

Volumn , Issue 168, 2007, Pages

  Schwarz, Lois G ^a,b   Chirumalla, Madan ^b  

^a ASCE

^b University of Alabama in Huntsville

Author keywords

[No Author keywords available]

Indexed keywords

CEMENTS; EFFLUENTS; FLOW RATE; GROUTING; PRESSURE EFFECTS; STRENGTH OF MATERIALS;

INJECTION PRESSURE; INTERGRANULAR SPACES; MICROFINE CEMENT GROUTED SAND;

SAND;

EID: 34548611403     PISSN: 08950563     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40912(231)2     Document Type: Conference Paper

References (6)

1. Houlsby, A.C. (1982). "Cement Grouting for Dams." Proc. Specialty Conference on Grouting in Geotechnical Engineering, ASCE, 1-34.
2. Houlsby, A.C. (1990). Construction and Design of Cement Grouting, John Wiley and Sons, Inc., New York, 10-25, 28-32, 147-151.
3. Schwarz, L.G. and Krizek, R.J. (1992). "Effects of Mixing on Rheological Properties of Microfine Cement Grouts." Proc. Specialty Conference on Grouting, Soil Improvement and Geosynthetics, ASCE, GSP No. 30, 512-525.
4. Schwarz, L.G. and Krizek, R.J. (1994). "Effect of Preparation Technique on Permeability and Strength of Cement Grouted Sands." ASTM, 117(4), 434-443.
5. Task Force 27 Report (1990). "In-Situ Soil Improvement Techniques." AASHTO-AGC-AARTBA Joint Committee, Washington, DC, 291-293.
6. Warner, J. (2004). Practical Handbook of Grouting, John Wiley and Sons, Inc. New Jersey, 260-286, 615-635.