Remediation of piled foundations against lateral spreading by passive site stabilization technique

Soil Dynamics and Earthquake Engineering

Volumn 27, Issue 9, 2007, Pages 864-874

  Pamuk, Ahmet ^a   Gallagher, Patricia M ^b   Zimmie, Thomas F ^c  

^a Fu Foundation School of Engineering and Applied Science   (United States)

^b Drexel University   (United States)

^c RENSSELAER POLYTECHNIC INSTITUTE   (United States)

Author keywords

Colloidal silica; Earthquake; Liquefaction; Physical modeling; Piles; Soil stabilization

Indexed keywords

BENDING MOMENTS; PILE FOUNDATIONS; SEISMIC RESPONSE; SILICA; SOIL LIQUEFACTION; STABILIZATION;

COLLOIDAL SILICA; GROUND IMPROVEMENT; LATERAL SPREADING; PASSIVE SITE STABILIZATION;

SOIL STRUCTURE INTERACTIONS;

BENDING; DEFORMATION; EARTHQUAKE ENGINEERING; GROUND IMPROVEMENT; LIQUEFACTION; PILE; REMEDIATION; SEISMIC RESPONSE; SHAKING TABLE TEST; SOIL PROFILE; SOIL STABILIZATION; SOIL-STRUCTURE INTERACTION; VISCOSITY;

EID: 33846493268     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2007.01.011     Document Type: Article

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