A comparative analysis of the stability of a slope in an overconsolidated clay pit based on CPT and DMT measurements
A comparative analysis of the stability of a slope in an overconsolidated clay pit based on CPT and DMT measurements
Herman Peiffer
Fifth International Conference on Geotechnical and Geophysical Site Characterization (ISC’5)
Theme 13 - Case Histories
Slope Stability, Cone Penetration Testing (CPT), Soil Dynamics In-Situ
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