Rigid Inclusion System Supports Multi-Story Residential and Parking Garage Structures in Organic Soil Profile
Author:
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
Link
http://ascelibrary.org/doi/pdf/10.1061/9780784481622.029
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".
Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Applying a novel slime mould algorithm- based artificial neural network to predict the settlement of a single footing on a soft soil reinforced by rigid inclusions;Mechanics of Advanced Materials and Structures;2022-08-23
2. Identifying Rigid Inclusion Design and Construction Risks for Support of Shallow Foundations in New England;Geo-Congress 2022;2022-03-17
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