UPLIFT CAPACITY OF PIPE PILES IN SATURATED CLAY

スポンサーリンク

概要

• 論文の詳細を見る

• Small-scale laboratory model test results on the ultimate uplift capacity of pipe piles in saturated clay are presented. Based on these and the limited test results conducted in the past, tentative equations for the variation of α=c_a/c_u with the undrained shear strength of clay have been developed. For a given undrained shear strength of clay, the net pullout load and the corresponding vertical deflection of piles can be expressed by a nondimensional equation. The nondimensional equation is independent of the embedment ratio of piles.

• 社団法人地盤工学会の論文
• 1982-03-15

著者

• Seeley Gerald

  Dean Of Engineering Tri-state University

• Das Braja

  Civil Engineering Department South Dakota State University

関連論文

• UPLIFT CAPACITY OF PIPE PILES IN SATURATED CLAY
• 砂中に深く接地されたアンカーの極限抵抗力(『土質工学会論文報告集』Vol. 17 No.2 (1977年6月発行)掲載論文の概要)
• ULTIMATE RESISTANCE OF DEEP VERTICAL ANCHOR IN SAND
• A PROCEDURE FOR ESTIMATION OF ULTIMATE UPLIFT CAPACITY OF FOUNDATIONS IN CLAY
• BEARING CAPACITY OF TWO CLOSELY-SPACED SHALLOW FOUNDATIONS ON SAND
• EFFECT OF HIGH EXCESS PORE PRESSURE ON STRENGTH PARAMETERS OF ORGANIC SOIL
• BEARING CAPACITY OF SURFACE FOOTINGS ON SAND LAYER RESTING ON A RIGID ROUGH BASE
• MODEL TESTS FOR UPLIFT CAPACITY OF FOUNDATIONS IN CLAY
• A PROCEDURE FOR ESTIMATION OF UPLIFT CAPACITY OF ROUGH PILES
• BEARING CAPACITY OF ECCENTRICALLY LOADED SURFACE FOOTINGS ON SAND

スポンサーリンク