BEARING CAPACITY OF TWO CLOSELY-SPACED SHALLOW FOUNDATIONS ON SAND

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概要

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• Laboratory model test results for the ultimate bearing capacity of two closely-spaced strip foundations on sand have been presented. The model test results have been compared with the theoretical study given by Stuart (1962). The nature of variation of the experimental efficiency factors, α_q and α_r, associated with the bearing capacity factors, N_q and N_r, are similar to those predicted by the theory; however, their magnitudes are substantially lower for S/B<about 3. The foundation settlement at ultimate failure load increases for S/B<4.5 when compared with that of an isolated foundation.

• 社団法人地盤工学会の論文
• 1983-03-15

著者

• Das Braja

  Civil Engineering Department South Dakota State University

• Larbi-cherif Said

  Civil Engineering Department The University Of Texas At El 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

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