has been cited by the following article(s):
[1]
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3D seismic response assessment of barrette piled high-rise building with comprehensive subsurface modelling
Soil Dynamics and Earthquake Engineering,
2022
DOI:10.1016/j.soildyn.2022.107488
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[2]
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3D seismic response assessment of barrette piled high-rise building with comprehensive subsurface modelling
Soil Dynamics and Earthquake Engineering,
2022
DOI:10.1016/j.soildyn.2022.107488
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[3]
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Influence of micropile parameters on bearing capacity of footings
Environmental Science and Pollution Research,
2021
DOI:10.1007/s11356-021-14062-7
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[4]
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An Experimental Study for Reinforcing the Ground Underneath a Footing Using Micropiles
Geotechnical Testing Journal,
2018
DOI:10.1520/GTJ20160241
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[5]
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An Experimental Study for Reinforcing the Ground Underneath a Footing Using Micropiles
Geotechnical Testing Journal,
2018
DOI:10.1520/GTJ20160241
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[6]
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A Method for Reinforcing the Ground Adjacent to the Footing Using Micropiles
Marine Georesources & Geotechnology,
2016
DOI:10.1080/1064119X.2014.974787
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