Stabilization treatment of soft subgrade soil by sewage sludge ash and cement

Journal of Hazardous Materials

Volumn 162, Issue 1, 2009, Pages 321-327

  Chen, Li ^a   Lin, Deng Fong ^b  

^a Shu Zen College of Medicine and Management   (Taiwan)

^b I SHOU UNIVERSITY   (Taiwan)

Author keywords

Cement; Sewage sludge ash; Soil; Strength

Indexed keywords

BITS; CEMENTS; COMPACTION; COMPRESSIVE STRENGTH; GEOTECHNICAL ENGINEERING; SEWAGE; SEWAGE SLUDGE; SEWAGE TREATMENT; SOIL TESTING; SOILS; STRENGTH OF MATERIALS;

ATTERBERG LIMITS; CALIFORNIA BEARING RATIOS; COHESIVE SOILS; INCINERATED SEWAGE SLUDGES; PH VALUES; POTENTIAL APPLICATIONS; SEWAGE SLUDGE ASH; SEWAGE SLUDGE ASHES; SOIL PROPERTIES; SOIL SAMPLES; STABILIZATION TREATMENTS; STRENGTH; SUBGRADE SOILS; SWELLING BEHAVIORS; TRIAXIAL COMPRESSIONS; UNCONFINED COMPRESSIVE STRENGTHS;

SOIL CEMENT;

CEMENT;

ASH; CEMENT; COMPRESSIVE STRENGTH; GEOTECHNICAL ENGINEERING; SLUDGE; SOIL; SOIL PROPERTY; STABILIZATION; SUBGRADE;

ARTICLE; COMPRESSIVE STRENGTH; FLY ASH; INCINERATION; PARTICLE SIZE; PH MEASUREMENT; SLUDGE; SOIL PROPERTY;

CARBON; CONSTRUCTION MATERIALS; HYDROGEN-ION CONCENTRATION; INCINERATION; PARTICULATE MATTER; SEWAGE; SOIL; STRESS, MECHANICAL; WASTE DISPOSAL, FLUID; X-RAY DIFFRACTION;

EID: 57449099929     PISSN: 03043894     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jhazmat.2008.05.060     Document Type: Article

References (21)

1. Tay J.H., and Goh A.T.C. Clay-blended sludge as lightweight aggregate concrete material. J. Environ. Eng. 117 6 (1991) 834-844
2. Yague A., Valls S., and Vazquez E. Use of cement Portland mortar of stabilized dry sewage sludge in construction applications. Waste Manage. Environ. (2002) 527-536
3. Lin D.F., Luo H.L., and Sheen Y.N. Glazed Tiles Manufactured From Incinerated Sewage Sludge Ash and Clay. J. Air Waste Manage. Assoc. 55 2 (2005) 163-172
4. Lin D.F., Luo H.L., and Zhang S.W. Effects of nano-SiO2 on tiles manufactured with clay and incinerated sewage sludge ash. J. Mater. Civil Eng., ASCE 19 10 (2007) 801-808
5. Tay J.H., and Goh A.T.C. Engineering properties of incinerator reside. J. Environ. Eng. 117 2 (1991) 224-235
6. Kezdi A. Stabilized Earth Roads (1979), Elsevier, North-Holland 327 p.
7. Little D. Stabilization of Pavement Subgrades and Base Courses with Lime (1995), Kendall Hunt Publishing Company
8. Lin D.F., Lin K.L., Hung M.J., and Luo H.L. Sludge ash/hydrated lime on the geotechnical properties of soft soil. J. Hazard. Mater. 145 1-2 (2007) 58-64 10.1016/j.jhazmat.2006.10.087
9. Misra A. Stabilization characteristics of clays using class C fly ash. Transport. Res. Rec. 1611 (1998) 46-54
10. Zhu W.H., Yin Y.F., Jiang L.H., and Che L.M. Study of micropore size distribution and its effect on the strength of silica fume cement paste. J. Build. Mater. 7 1 (2004) 14-18
11. Davraz M., and Gunduz L. Engineering properties of amorphous silica as a new natural pozzolan for use in concrete. Cement Concrete Res. 35 7 (2005) 1251-1261
12. Turanli L., Uzal B., and Bektas F. Effect of material characteristics on the properties of blended cements containing high volumes of natural pozzolans. Cement Concrete Res. 34 12 (2004) 2277-2282
13. Prisinski J.R., and Bhattacharja S. Effectiveness of portland cement and lime in stabilizing clay soils. Transport. Res. Rec. 1652 (1999) 215-227
14. USEPA (United States Environmental Protection Agency), Test Methods for Evaluating Solid Waste Physical/Chemical Methods, SW-846, 3rd ed., Method 1311, 1992.
15. American Society for Testing and Materials, ASTM D4318, Standard Test Method for Liquid Limit, Plastic Limit and Plasticity Index of Soils.
16. American Society for Testing and Materials, ASTM D698-78, Moisture Density Relations for Soils and Soil-Aggregate Mixtures.
17. American Society for Testing and Materials, ASTM D1883, California Bearing Ratio (CBR) of Laboratory-Compacted Soils.
18. American Society for Testing and Materials, ASTM D2850-87, Standard Test Method for Unconsolidated, Undrained Compressive Strength of Cohesive Soils in Triaxial Compression.
19. AIIS-181, Asphalt Pavement Thickness Design, Information Series No. 181, Asphalt Institute (AI), 1981.
20. Miller G.A., and Zaman M. Field and laboratory evaluation of cement kiln dust as a soil stabilizer. Transport. Res. Rec. 1714 (2000) 25-32
21. Lin D.F., and Tsai M.C. Mineralogy and microstructure from the influence of the nano-composite additives on sewage sludge ash mortars. J. Air Waste Manage. Assoc. 56 (2006) 1146-1154