BEARING CAPACITY OF ECCENTRICALLY LOADED SURFACE FOOTINGS ON SAND

スポンサーリンク

概要

• 論文の詳細を見る

• A limited number of laboratory model test results for the ultimate bearing capacity of eccentrically loaded rough surface footing on a sand layer with a rough rigid base at a limited depth have been presented. The model footing has a length-to-width ratio of three. Based on the test results, it appears that the effective area method (Meyerhof, 1953) could be used to predict the ultimate bearing capacity provided that the modified bearing capacity factor, N_γ', can be correctly evaluated.

• 社団法人地盤工学会の論文
• 1981-03-15

著者

• Das Braja

  Civil Engineering Department South Dakota State University

• Das Braja

  Civil Engineering Department The University Of Texas At E1 Paso

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