TY - GEN
T1 - Bearing capacity of shallow foundations considering inclinations of load and bearing stratum
AU - Maeda, F.
AU - Ochiai, H.
AU - Yasufuku, Noriyuki
AU - Yokota, F.
PY - 2003/12/1
Y1 - 2003/12/1
N2 - The applications of bearing capacity equation to evaluate bearing capacity characteristics of shallow foundation during earthquake are discussed. An equivalent dynamic model of ground is determined by horizontal seismic coefficient due to maximum inertia force of superstructure. The bearing capacity coefficient decrease according to inclinations of load and ground based on bearing capacity test results. The effect of load inclination is found to be greater than that of ground inclination in regards to reduction rate of bearing capacity.
AB - The applications of bearing capacity equation to evaluate bearing capacity characteristics of shallow foundation during earthquake are discussed. An equivalent dynamic model of ground is determined by horizontal seismic coefficient due to maximum inertia force of superstructure. The bearing capacity coefficient decrease according to inclinations of load and ground based on bearing capacity test results. The effect of load inclination is found to be greater than that of ground inclination in regards to reduction rate of bearing capacity.
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M3 - Conference contribution
AN - SCOPUS:3042768119
SN - 0727732447
T3 - BGA International Conference on Foundations, Innovations, Observations, Design and Practice
SP - 569
EP - 579
BT - BGA International Conference on Foundations, Innovations, Observations, Design and Practice
A2 - Newson, T.A.
T2 - BGA International Conference on Foundations, Innovations, Observations, Design and Practice
Y2 - 2 September 2003 through 5 September 2003
ER -