TY - JOUR
T1 - Cement Deep Soil Mixing (CDSM) for solidification of soft estuarine sediments
AU - Maher, A.
AU - Douglas, W. S.
AU - Yang, D.
AU - Jafari, F.
AU - Schaefer, V. R.
N1 - Funding Information:
Received 1 June 2007; accepted 20 September 2007. This research was funded by the Office of Maritime Resources, New Jersey Department of Transportation and Center for Advanced Infrastructure and Transportation (CAIT) at Rutgers University. Address correspondence to A. Maher, Department of Civil Engineering, Member ASCE, ASTM, Department of Civil and Environmental Engineering, Rutgers University, 623 Bowser road, Piscataway, NJ 08854-8014, USA. E-mail: [email protected]
PY - 2007/7
Y1 - 2007/7
N2 - A preliminary study was conducted to determine the potential for cement deep soil mixing (CDSM) technology as a method for in-situ solidification of contaminated river and estuarine sediments. The study was conducted in Newark Bay, near the mouth of the Passaic River, New Jersey. The primary objective of the study was to evaluate the viability of CDSM for the in-situ S/S with a focus on: 1) determining the correct mix of the cement slurry, which provides rapid stabilization of the sediment matrix, 2) potential resuspension of solids during CSDM operations, 3) the effects of high organic content on the solidification process, and 4) the feasibility of using conventional dredging/ extraction methods once the sediments have been stabilized and allowed to cure. The results of the study show CDSM slurry mixtures, as low as 7% in cement content, result in significant solidification and strength gain of in-situ sediments under ambient conditions. In sediments with very high organic contents (>20%), the slurry mix would need to be adjusted to account for retardation effects of organics on cement hydration. Sediment resuspension during application was shown to be minimal at a distance of as little as 75 feet from the mixing head. Strength gains were considerable, effectively consolidating the sediment particles in a secure matrix, but not so high as to preclude extraction of solidified sediments with conventional dredging equipment. Dredged solidified sediment exhibited characteristics of a stiff glacial clay, and as such was easier to handle and transport than untreated dredged sediments. This technique has high potential to be used as an interim remedial measure prior to either extraction and decontamination/disposal or proper capping.
AB - A preliminary study was conducted to determine the potential for cement deep soil mixing (CDSM) technology as a method for in-situ solidification of contaminated river and estuarine sediments. The study was conducted in Newark Bay, near the mouth of the Passaic River, New Jersey. The primary objective of the study was to evaluate the viability of CDSM for the in-situ S/S with a focus on: 1) determining the correct mix of the cement slurry, which provides rapid stabilization of the sediment matrix, 2) potential resuspension of solids during CSDM operations, 3) the effects of high organic content on the solidification process, and 4) the feasibility of using conventional dredging/ extraction methods once the sediments have been stabilized and allowed to cure. The results of the study show CDSM slurry mixtures, as low as 7% in cement content, result in significant solidification and strength gain of in-situ sediments under ambient conditions. In sediments with very high organic contents (>20%), the slurry mix would need to be adjusted to account for retardation effects of organics on cement hydration. Sediment resuspension during application was shown to be minimal at a distance of as little as 75 feet from the mixing head. Strength gains were considerable, effectively consolidating the sediment particles in a secure matrix, but not so high as to preclude extraction of solidified sediments with conventional dredging equipment. Dredged solidified sediment exhibited characteristics of a stiff glacial clay, and as such was easier to handle and transport than untreated dredged sediments. This technique has high potential to be used as an interim remedial measure prior to either extraction and decontamination/disposal or proper capping.
KW - Cement deep soil mixing
KW - In-situ s/s
KW - New Jersey
KW - Sediment
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U2 - 10.1080/10641190701699319
DO - 10.1080/10641190701699319
M3 - Article
AN - SCOPUS:36849076720
SN - 1064-119X
VL - 25
SP - 221
EP - 235
JO - Marine Georesources and Geotechnology
JF - Marine Georesources and Geotechnology
IS - 3-4
ER -