The International Information Center for Geotechnical Engineers

Deep Soil Mixing for Retention of Excavations - References



Anderson, T. C. (1998). "Anchored Deep Soil Mixed Cutoff/Retaining Walls for Lake Parkway Project in Milwaukee, WI." Design and Construction of Earth Retaining Systems, ASCE, Geotechnical Special Publication No. 83.

Bahner, E. W. and Naguib, A. M. (1998). "Design and Construction of a Deep Soil Mix Retaining Wall for the Lake Parkway Freeway Extension." Soil Improvement for Big Dig, ASCE, GSP No. 81.

Bauer Gruppr (2014). "SMW Soil Mixing Wall System." < > (April 1, 2014).

Bruce, Donald A., and Mary Ellen C. Bruce (2002). "The Practitioner's Guide to Deep Mixing."GSP 1 (2002), pp. 474-488.

Federal Highway Administration (FHWA, 2000). “An Introduction to the Deep Soil Mixing Methods as Used in Geotechnical Applications.” Publication No. FHWA-RD-99-138, McLean, VA, March, 2000.

 Geo-Con (2014). "Excavation and Structural Support." < > (April 1, 2014).

 Littlejohn, G. S. (1982). "Design of Cement Based Grouts."Grouting in Geotechnical Engineering, ASCE, 1982.

McGinn, A. J., and O’Rourke, T.D. (2000). “Case Study of Excavation Base Stability In Deep Marine Clay.” Performance Confirmation of Constructed Geotechnical Facilities; pp. 480-495.

McMahon, D. R., Maltese, P., Andromolos, K. B., & Fishman, K. L. (2001). “A DSM Wall for Excavation Support.” Foundations and Ground Improvement(pp. 670-684), ASCE.

O’Rourke, T.D., and O’Donnell, C.J. (1996). “Case History Studies of Deep Excavations in Clay.” Report No. DTFH61-95-P-00776, Prepared for the FHWA, Cornell Univ., Ithaca, NY.

O’Rourke, T. D. (1989). “Predicting Displacements of Lateral Support Systems, Design, Construction and Performance of Deep Excavations in Urban Areas.” Proceedings of the 1989 Seminar, Boston Society of Civil Engineers.

O’Rourke, T.D., and O’Donnell, C.J. (1997a). “Deep Rotational Stability of Tieback Excavations in Clay.” Journal of Geotechnical and Geoenvironmental Engineering; 123(6), pp. 506-515.

O’Rourke, T.D., and O’Donnell, C.J. (1997b). “Field Behavior of Excavation Stabilized by Deep Soil Mixing.” Journal of Geotechnical and Geoenvironmental Engineering; 123(6), pp. 516-524.

O’Rourke, T.D., and McGinn, A.J., (2004). “Case History of Deep Mixing Soil Stabilization for the Boston Central Artery.” Geotechnical Engineering for Transportation Projects; No. 126, ASCE, Reston, VA, pp. 77-136.

O’Rourke, T.D., and McGinn, A.J., (2006). “Lessons Learned for Ground Movements and Soil Stabilization from the Boston Central Artery.” Journal of Geotechnical and Geoenvironmental Engineering; 132(6), pp. 966-989.

Peck, R. B. (1969). “State of the Art Report, Deep Excavations and Tunneling in Soft Ground.” Seventh International Conference on Soil Mechanics and Foundation Engineering, Mexico City, Mexico.

Porbaha, A. (1998). "State of the art in deep mixing technology: part I. Basic concepts and overview."Proceedings of the ICE-Ground Improvement2.2 (1998), pp. 81-92.

Rutherford, Cassandra Janel (2004). “Design Manual for Excavation Support Using Deep Mixing Technology.” Diss. Texas A&M University, 2004.

Rutherford, Cassandra J., et al.(2007). "Design Process of Deep Soil Mixed Walls for Excavation Support."International Journal of Geoengineering Case Histories1.2 (2007), pp. 56-72.

Schnabel Foundation Co. (2014). “Soil Mix Excavation Support and Jet Grouting, Museum of Fine Arts Boston.”    < > (April 7, 2014).

Taki, Osamu, and David S. Yang. (1991). "Soil-cement Mixed Wall Technique.” Geotechnical Engineering Congress—1991. ASCE, 1991, pp. 289-309.

Terzaghi, K. and R. B. Peck. (1967). “Soil Mechanics in Engineering Practice.” 2nd edition. Wiley, New York.Walker, Andrew D. (1994) "A Deep Soil Mix Cutoff Wall at Lockington Dam, Ohio."In-Situ Deep Soil Improvement. ASCE, 1994.

 Weatherby, D. and Zywicki, D. (2012). “Deep Soil Mixed Wall and Jet Grouting for an Excavation Retention System at the Museum of Fine Arts Boston.” Grouting and Deep Mixing 2012; pp. 379-388.


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