A new method for estimation of undrained shear strength of cohesive soil for design use from CPTU

This paper presents a new method for estimation of shear strength of cohesive soil for design use su(mob) using CPTU results only. The su(mob) is estimated through a cone factor which is calculated by linear relational expression between net cone resistance and strength increment ratio on normally c...

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Veröffentlicht in:	Japanese Geotechnical Journal 2023/03/01, Vol.18(1), pp.59-66
Hauptverfasser:	FUKASAWA, Takeshi, HIRABAYASHI, Hiroshi, YAMANE, Nobuyuki
Format:	Artikel
Sprache:	eng ; jpn
Schlagworte:	Cohesion cohesive soil Cohesive soils Design Field tests Human error In situ tests Laboratory tests Methods Pore water Shear strength Soil strength three component cone penetration test undrained shear strength
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