Identifying Rigid Inclusion Design and Construction Risks for Support of Shallow Foundations in New England
Author:
Affiliation:
1. Haley & Aldrich, Inc., Boston, MA.
2. Helical Drilling, Inc., Braintree, MA.
3. Keller North America, Cumberland, RI.
4. Geopier Foundation Company, Davidson, NC.
Publisher
American Society of Civil Engineers
Link
http://ascelibrary.org/doi/pdf/10.1061/9780784484012.001
Reference5 articles.
1. Metcalfe B. Pockoski M. and Wissmann K. “Support of High-Rise Building on Organic and Alluvial Deposits Using Rigid Inclusions.”
2. Gallant A. P. and Botero-Lopez D. (2020). “On lateral spreading and the stability of embankments supported on fractured unreinforced rigid columns over soft soils.”
3. Mazzei D. Kniss K. Elsaid F. and Zhang Y. (2019). “Rigid Inclusions Ground Improvement for a New Energy Facility: Design Construction and Full-Scale Embankment Load Testing and Results” Proceedings of Geo-Congress (GSP 309 pg 101–114) Philadelphia PA.
4. Kraemer S. R. Condon R. B. and Wissmann K. June 06 (2018). IFCEE 2018 March 5–10 2018 | Orlando Florida “Rigid Inclusion System Supports Multi-Story Residential and Parking Garage Structures in Organic Soil Profile.”
5. IREX (Institut pour la Recherche et l’Expérimentation en Génie Civil). (2012). Recommendations of the French national project on rigid inclusions ASIRI, Operation of the civil and urban engineering network, France.
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1. Part II: Construction and Verification of Rigid Inclusions;DFI Journal The Journal of the Deep Foundations Institute;2023-11-01
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