Rigid Inclusion System Supports Multi-Story Residential and Parking Garage Structures in Organic Soil Profile

Author:

Kraemer Steven R.122,Condon Robert B.122,Wissmann Kord122

Affiliation:

1. Haley & Aldrich, Inc., 465 Medford St., Suite 2200, Boston, MA 02129.

2. Geopier Foundation Company, 130 Harbour Place Dr., Suite 280, Davidson, NC 28036.

Publisher

American Society of Civil Engineers

Reference4 articles.

1. Wissmann K. J. Fox N. S. and Martin J. P. (2000). Rammed Aggregate Piers Defeat 75-Foot Long Driven Piles. Proceedings Performance Confirmation of Constructed Geotechnical Facilities. ASCE Special Publication No. 194. Amherst MA. April 9-12.

2. Wissmann K. J. FitzPatrick B. T. White D. J. Lien B. H. (2002). Improving Global Stability and Controlling Settlement with Geopier ® Soil Reinforcing Elements. Proceedings of the 4 th International Conference on Ground Improvement Techniques. Kuala Lumpur Malaysia. March 26-28.

3. Wissmann Kord J.; White David J. and Lawton Evert. Load Test Comparisons for Rammed Aggregate Piers and Pier Groups. Presented at Geo-Denver 2007. February 2007.

4. Haley & Aldrich Inc. (August 2014). Report on Geotechnical Design Investigation River's Edge Residential Development Medford Massachusetts".

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