2017
DOI: 10.1007/s11803-017-0380-2
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Shear wave velocity-based evaluation and design of stone column improved ground for liquefaction mitigation

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Cited by 15 publications
(1 citation statement)
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“…The quantity results as described by the author were fundamentally reliable and fit with the most recent theoretical expansions and showed that the support and reinforcement due to liquefaction mitigation is greater than expected. Yanguo et al [20] assessed a preliminary design procedure of stone column upon potential earthquakes through a field study of a thermal power plant in Indonesia. The efficiency of improved ground was assessed by shear wave velocity and standard penetration measurements The achieved improvement was acceptable and resultant in no liquefaction during successive strong earthquakes.…”
Section: Examples Of the Applications Of Elastic Seismic Waves In Gromentioning
confidence: 99%
“…The quantity results as described by the author were fundamentally reliable and fit with the most recent theoretical expansions and showed that the support and reinforcement due to liquefaction mitigation is greater than expected. Yanguo et al [20] assessed a preliminary design procedure of stone column upon potential earthquakes through a field study of a thermal power plant in Indonesia. The efficiency of improved ground was assessed by shear wave velocity and standard penetration measurements The achieved improvement was acceptable and resultant in no liquefaction during successive strong earthquakes.…”
Section: Examples Of the Applications Of Elastic Seismic Waves In Gromentioning
confidence: 99%