Zhao Cheng

PhD, PE

 

Earth Mechanics Inc

7750 Pardee Lane, Suite 120

Oakland, CA 94621

TEL: 510-562-8833

FAX: 510-562-8858

EMAIL: z.cheng@earthmech.com

 


My primary consulting and research interests are

 

  • Soil mechanics, rock engineering, earthquake engineering
  • Foundation analyses
  • Soil improvement and construction supports
  • Seismic hazard and ground motion studies
  • Soil structure interaction of various kinds
  • Finite element analysis for geotechnical facilities
  • Third party reviews

 

I am particularly familiar with earthquake induced site response, downdrag, pushover, lateral spreading, settlement, capacity, soil-structure-interaction analysis using finite element method for piles, pile groups, tunnels and other underground structures, which require more strict and refined considerations.

 

Registration:

 

  • Professional Civil Engineer, License Number 74813, California, USA.

 

Recent Consulting Projects (Partial List):

 

  • BART Station Seismic Retrofit (Glen Park BART Station and Church Street MUNI Station), Bay Area Rapid Transit.
  • San Francisco-Oakland Bay Bridge East Span Replacement, California Department of Transportation.
  • Dumbarton and Antioch Bridge Seismic Retrofit, California Department of Transportation.
  • Port Mann Cable-Stayed Bridge, British Columbia Ministry of Transportation and Highways, Canada.
  • South Park Bridge Replacement, King County Department of Transportation, Washington.
  • Doyle Drive South Access to Golden Gate Bridge, California Department of Transportation.
  • Bridge Foundation Design for Interstate Highway 405, California Department of Transportation.

 

Recent Journal Papers:

 

  • Xiong, Y., Hofmeister, W.H., Cheng, Z., Smugeresky, J.E., Lavernia1, E.J. and Schoenung, J.M. (2009), In-situ thermal imaging and three-dimensional finite element modeling of tungsten carbide-cobalt during laser deposition. Acta Materialia, 57(18), pp 5419-5429. [DOI]

 

  • Cheng, Z. and Jeremic, B. (2009), Numerical modeling and simulation of pile in liquefiable soil. Soil Dynamics and Earthquake Engineering, 29(11-12), pp 1405-1416. [DOI]

 

  • Jeremic, B. and Cheng, Z. (2009), On large deformation hyperelasto-plasticity of anisotropic materials. Communications in Numerical Methods in Engineering, 25(4), pp 391-400. [DOI]

 

  • Jeremic, B., Cheng, Z., Taiebat, M. and Dafalias, Y.F. (2008), Numerical simulation of fully saturated porous materials. International Journal for Numerical and Analytical Methods in Geomechanics, 32(13), pp 1635-1660. [DOI]

 

  • Jeremic, B. and Cheng, Z. (2005), Significance of equal principal stretches in computational hyperelasticity. Communications in Numerical Methods in Engineering, 21(9), pp 477-486. [DOI]

 

Recent Conference Papers:

 

  • Cheng, Z., Law, H. and Rollins, K.M. (2010), Effects of soil improvement by mass mixing on the lateral capacity of pile group using finite element method, Submitted to Geo-Florida, Advances in Analysis, Modeling and Design. West Palm Beach, Florida, February 20-24, 2010.

 

  • Cheng, Z., Law, H. and Jiang, Y. (2010), Soil-structure interaction analysis for bridge caisson foundation, Submitted to Fifth International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. San Diego, California, May 24-29, 2010.

 

  • Schoenung, J.M., Lavernia1, E.J., Xiong, Y., Hofmeister, W.H., Cheng, Z. and Smugeresky, J.E. (2009), The thermal behavior of laser deposited cermets. Proceedings of 2009 National Science Foundation (NSF) Civil, Mechanical and Manufacturing Innovation (CMMI) Engineering Research and Innovation Conference, Honolulu, Hawaii, June 22-25, 2009.

 

  • Cheng, Z. and Jeremic, B. (2009), Numerical modeling and simulation of soil lateral spreading against piles, In: M. Iskander, D.F. Laefer, and M.H. Hussein (Editors), Contemporary Topics in In Situ Testing, Analysis, and Reliability of Foundations, Geotechnical Special Publication No 186, ASCE, pp 183-189.

 

  • Taiebat, M., Jeremic, B., Cheng, Z., and Dafalias, Y.F.(2008), Numerical simulation of seismic ground motion isolation using fully coupled response in saturated sands, In: Z. David, T.M. Majid and R.H. Dennis (Editors), Geotechnical Earthquake Engineering and Soil Dynamics IV, Geotechnical Special Publication No 181, ASCE.

 

  • Cheng, Z., Taiebat, M., Jeremic, B., and Dafalias, Y.F.(2007), Issues in modeling and simulation of soil liquefaction, In: Proceedings of the Fourth International Conference on Earthquake Geotechnical Engineering, Thessaloniki, Greece, June 25-28.

 

  • Cheng, Z., Taiebat, M., Jeremic, B., and Dafalias, Y.F.(2007), Modeling and simulation of saturated geomaterials, In: M.M. Dewoolkar and J.P. Koester (Editors), Dynamic Response and Soil Properties, New Peaks in Geotechnics, Geotechnical Special Publication No 160, ASCE.

 

  • Cheng, Z. and Jeremic, B. (2005), A Return Mapping Algorithm for Isotropic and Anisotropic Large Deformations. In: K.J. Bathe (Editor), Computational Fluid and Solid Mechanics, Proceedings of the 3rd MIT Conference on Computational Fluid and Solid Mechanics, Elsevier Ltd, Massachusetts Institute of Technology, Boston, Massachusetts, pp 1076-1081.