...Atish K. Das; Chittaranjan Patra; Khaled Sobhan The deformation behaviour of footing under the load from the superstructure is fundamental to foundation design consideration. The deformation of footing changes when subjected to moment along with the central vertical load. The application of moment...

...Zhiyong Liu, PhD; Jiapei Ma, BEng; Junhua Xiao, PhD; Jianfeng Xue, PhD; Fei Yang, MEng A series of physical model tests and cyclic triaxial tests were conducted on a dry sand to investigate the effects of excavating an adjacent pit on the settlement behaviour of a footing under cyclic loading...

.... footings foundations geotechnical engineering models (physical) ICE Publishing: All rights reserved 2013 03 9 2012 13 2 2013 Figure 2 Typical cone penetration resistance profiles for (a) loose (D_R  =  30%) and (b) dense samples (D_R  =  92...

... and crushability of both sands. Results indicated a distinct difference in failure mode between the two sands. The footing on silica sand exhibited a shallow failure mode with large localised strains close to the soil surface. In contrast, the footing on carbonate sand mobilised strains lower in magnitude over...

...Francesco Castelli, PhD; Valentina Lentini, PhD In the last few decades, a great amount of interest has developed in the evaluation of the influence of bearing capacity of shallow foundations on slopes. When a footing is placed near a slope the bearing capacity may be reduced. In fact, the failure...

... min at increments of 50 g and analysing the results with PIV. No significant reduction in definition of the photographs was observed at higher g levels. 26 04 2011 29 08 2011 ICE Publishing: All rights reserved 2012 centrifuge modelling failure footings...

... -level, where g is Earth's gravity), and a non-dimensional form normalising by the corresponding spudcan diameter. centrifuge modelling footings foundations offshore engineering Most offshore drilling in shallow to moderate water depths is performed from self-elevating jack...

...R. Bando; J. Izawa; O. Kusakabe This paper describes the results of a series of loading tests of a rectangular footing, with an aspect ratio of two, resting on dry sand and subjected to double eccentricity in a centrifuge. The results indicate that current design practice of calculating failure...