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High Capacity Micropiles

Mandalay Bay Hotel, Las Vegas NV

 
July 1998 - December 1998
 

In 1998 during the final stages of construction, the $850-million Mandalay Bay Casino in Las Vegas experienced severe settlement problems. These problems were further compounded when it was found the core of the building was settling at a much faster rate than the outer wings, thus creating substantial differential stresses throughout the structure.

Geosystems acted as a specialty subconsultant to Kleinfelder, Inc. of Las Vegas, NV, to provide technical advice during the early “emergency” period, and to then initiate and perform a Quality Assurance Program during construction, on behalf of both the owner and the local county authority.

Geosystems was contracted to:

  • Provide strategic technical input.
  • Train personnel for Clark County approval.
  • Observe and record the drilling and installation of 536 micropiles (7 inch o.d. x 100 feet long).
  • Observe and record all grouting activities.
  • Test and evaluate the grout samples from every micropile.
  • Observe and evaluate the test loading of 536 micropiles.
  • Install long term downhole monitoring equipment.
  • Observe and oversee the final loading of the micropiles.
  • Perform a crack survey on five different levels of the building before and after load testing.
  • Observe and oversee the load testing of five different levels of the building.
 

Contact

Mr. Walter Vanderpool
Kleinfelder
6380 South Polaris Avenue
Las Vegas, NV 89118
(703) 736-2936
 

Technical Papers

Juran, I., D.A. Bruce, A. DiMillio, and A. Benslimane. (1999). “Micropiles: The State of Practice. Part II: Design of Single Micropiles and Groups and Networks of Micropiles.” Ground Improvement, 3 (July) pp. 89-110.
Bruce, D.A., M.E.C. Bruce, and R.P. Traylor. (1999). “High Capacity Micropiles – Basic Principals and Case Histories.” GeoEngineering for Underground Facilities. Proc. of the 3rd National Conference of the Geo-Institute of the American Society of Civil Engineers. Geotechnical Special Publication No. 90, Urbana-Champaign, IL, June 13-17, pp. 188-199.
Zelenko, B.H., D.A. Bruce, D.A. Schoenwolf, and R.P. Traylor. (1998). “Micropile Application for Seismic Retrofit Preserves Historic Structure in Old San Juan, Puerto Rico.” Grouts and Grouting: A Potpourri of Projects. Proceedings of Sessions of Geo-Congress 98, American Society of Civil Engineers, Geotechnical Special Publication No. 80, Boston, MA, October 18-21, pp. 43-62.
Bruce, D.A. (1997). Ground Improvement, Reinforcement, and Treatment: Developments 1987-1997, Chapter 26 on Micropiles, Proc. of Sessions Sponsored by the Committee on Soil Improvement and Geosynthetics of the Geo-Institute of the American Society of Civil Engineers, Logan, UT, July 17-19, Ed. by V.R. Schaefer, Geotechnical Special Publication No. 69, pp. 151-175.

PO Box 237 :: Venetia PA :: 15367 | tel.724.942.0570 fax. 724.942.1911