Improvement of granular soils by low pressure grouting

International Journal of Physical Sciences

Volumn 6, Issue 17, 2011, Pages 4311-4322

  Mutman, Utkan ^a   Kavak, Aydin ^a  

^a KOCAELI UNIVERSITY   (Turkey)

Author keywords

Granular soils; Low pressure grouting; Permeation grouting; Soil improvement

Indexed keywords

EID: 80053022983     PISSN: 19921950     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (18)

1. Anagnostopoulos CA (2005). Laboratory study of an injected granular soil with polymer grouts. Tunnelling and Underground Space Technology, 20: 525-533.
2. Andrus RD, Chung RM (1995). Ground improvement techniques for liquefaction remediation near existing lifelines. Gaithersburg: U.S. Department of Commerce.
3. Akbulut S (1999). The improvement of geotechnical properties in granular soils by grouting. Ph.D. Dissertation, the Institute of the Istanbul Technical University, Istanbul, Turkey.
4. Akbulut S, Saǧlamer A (2002). Estimating the groutability of granular soils: A new approach. Tunneling and Undergroundspace Technology, 17:371-380.
5. ASTM D 4253 Standard Test Methods for Maximum Index Density and Unit Weight of Soils Using a Vibratory Table.
6. ASTM D 4254 Standard Test Methods for Minimum Index Density and Unit Weight of Soils and Calculation of Relative Density.
7. Axelsson M, Gustafson G, Fransson Å (2009). Stop mechanism for cementitious grouts at different water-to-cement ratios. Tunnelling and Underground Space Technology, 24: 390-397.
8. Burwell EB (1958). Cement and clay grouting of foundations: Practice of the corps of engineers. ASCE, Soil Mechanics and Foundation Division, Vol 84, No. SM1 Paper 1551.
9. Chang M, Mao TW, Wu TF, Shau SH, Yang PJ, Hsieh HS (2005). Treatment of liquefiable soils through low-pressure grouting: Field observations and testing. Proceeding of international conference on problematic soils, 967-974. N. Cyprus.
10. Dano C, Hicher PY, Tailliez S (2004). Engineering Properties of Grouted Sands. J. Geotech. Geoenviron. Eng. ASCE, 130(3): 328-338.
11. Hernquist L, Fransson A, Gustafson G, Emmelin A, Erikson M, Stille H (2009). Analyses of the grouting results for a section of the APSE tunnel at A spo Hard Rock Laboratory, Int. J. Rock Mechan. Mining Sci., 46: 439-449.
12. Incecik M, Ceren I (1995). Cement grouting model tests. Bulletin of The Technical University of Istanbul, 48(2): 305-317.
13. Japan Society of Civil Engineers, Earthquake resistant design for civil engineering structure, earth structure and foundation in Japan, (1977).
14. Mutman U (2007). Improvement of soil properties with low pressure cement grouting. Ph.D. Dissertation, Kocaeli University, Turkey.
15. Perret S, Khayat KH, Ballivy G (2000). The effect of degree of saturation of sand on groutability-Experimental simulation. Ground Improvement, 4: 13-22.
16. Toumbakari EE, Gemert DV, Tassios TP, Tenoutasse N (1999). Effect of mixing procedure on injectability of cementitious grouts. Cem. concrete Res., 29: 867-872.
17. TS 1500 (2000). Classificaiton of soil in for civil engineering purposes, Turkish Standard.
18. Warner J (2004). Practical Handbook of Grouting: Soil, Rock, and Structures, Wiley, London.