LIQUEFACTION POTENTIAL OF FINE COHESIONLESS SOILS USING THE CPT

スポンサーリンク

概要

• 論文の詳細を見る

• This paper describes an approach for interpreting cone penetration test (CPT) results to provide a direct measure for assessing soil liquefaction potential of fine granular soil deposits. The use of CPT is justified when the cost of conventional testing techniques is high or the quality of soil samples is not satisfactory. The results of a field investigation program conducted in the Mexicali Valley in the north of Mexico were used to develop correlations between, overburden pressure, σ_v', maximum surface acceleration, a_<max>, and liquefaction potential. The method developed here suggests that CPT data can provide a measure for assessing soil liquefaction potential.

• 社団法人地盤工学会の論文
• 1991-09-15

著者

• Palacio Gustavo

  Instituto Nacional De La Prevencion Sismica

• RODRIGUEZ J.

  Civil Engineering, Graduated School of Engineering, Universidad Nacional Autonoma de Mexico

• Rodriguez J.

  Civil Engineering Graduated School Of Engineering Universidad Nacional Autonoma De Mexico

• Diaz-Rodriguez J.Abraham

  Civil Engineering, Graduated School of Engineering, Universidad Nacional Autonoma de Mexico

• Armijo-Palacio Gustavo

  Instituto Nacional de la Prevencion Sismica

関連論文

• LIQUEFACTION POTENTIAL OF FINE COHESIONLESS SOILS USING THE CPT

スポンサーリンク