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Ronaldo Luna

Affiliations: 
Civil Engineering Missouri University of Science and Technology, Rolla, MO, United States 
Area:
Geotechnology, Civil Engineering, Geological Engineering
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"Ronaldo Luna"
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Kyle A. Kershaw grad student 2011 Missouri University of Science and Technology
Nicholas T. Rocco grad student 2012 Missouri University of Science and Technology

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Publications

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Kershaw K, Luna R. (2018) Scale model investigation of the effect of vertical load on the lateral response of micropiles in sand Dfi Journal: the Journal of the Deep Foundations Institute. 12: 3-15
Wang S, Luna R, Yang J. (2017) Effect of Plasticity on Shear Behavior of Low-Plasticity Fine-Grained Soil Journal of Materials in Civil Engineering. 29: 4016228
Wang S, Luna R, Onyejekwe S. (2016) Effect of initial consolidation condition on postcyclic undrained monotonic shear behavior of Mississippi River Valley silt Journal of Geotechnical and Geoenvironmental Engineering. 142
Luna R, Dixon DT, Kershaw KA, et al. (2015) Monitoring micropile foundations of bridge during construction Geotechnical Special Publication. 878-889
Wang S, Luna R, Onyejekwe S. (2015) Postliquefaction behavior of low-plasticity silt at various degrees of reconsolidation Soil Dynamics and Earthquake Engineering. 75: 259-264
Wang S, Luna R, Zhao H. (2015) Cyclic and post-cyclic shear behavior of low-plasticity silt with varying clay content Soil Dynamics and Earthquake Engineering. 75: 112-120
Wang S, Luna R, Yang J. (2015) Reexamination of effect of plasticity on liquefaction resistance of low-plasticity fine-grained soils and its potential application Acta Geotechnica
Wang S, Luna R. (2014) Compressibility characteristics of low-plasticity silt before and after liquefaction Journal of Materials in Civil Engineering. 26
Kershaw KA, Luna R. (2014) Full-scale field testing of micropiles in stiff clay subjected to combined axial and lateral loads Journal of Geotechnical and Geoenvironmental Engineering. 140: 255-261
Wang S, Luna R, Yang J. (2013) Postcyclic behavior of low-plasticity silt with limited excess pore pressures Soil Dynamics and Earthquake Engineering. 54: 39-46
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