Centrifugal experimental study of suction bucket foundations under dynamic loading
نویسندگان
چکیده
منابع مشابه
Experimental Study on the Responses of Bucket Foundations in Calcareous Sand under Vertical Dynamic Loading
Experiments to determine the vertical static bearing capacity are carried out first in laboratory which is taken as a reference for choosing the amplitudes of vertical dynamic loading. Then a series of experiments are carried out to study the influences of factors, such as the scales of bucket, the amplitude and frequency of loading, the density of soils etc.. According to the experimental resu...
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Numerical modeling was carried out to investigate the responses of suction bucket foundations under vertical cyclic loading. Numerical results were compared with centrifuge experiment results. Before the capacity of the model suction bucket to resist cyclic loading could be investigated, the static pullout capacities had to be determined. The buckets with different aspect ratio are investigated...
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Despite some studies on bearing capacity have been studied, the detail responses of the suction bucket foundations under dynamic loads have remained unknown [3]. The dynamic load condition is significant when suction buckets are used as the foundation of an offshore structure. Wave load, ice-induced or wind-induced load cause the foundation to be subjected to cyclic loads [4]. The dynamic load ...
متن کاملResponses of Saturated Sand Surrounding A Bucket Foundations Under Horizontal Vibration Loading
In this paper we investigated the responses of saturated sand under horizontal vibration loading induced by a bucket foundation. It is shown that the saturated sand liquefies gradually since the vibration loading is applied on. The maximum displacement on the surface of sand layer occurs near the loading end and in this zone the sand is compressed and moves upwards. The liquefaction zone is dev...
متن کاملNumerical Simulation of Liquefaction Deformation of Sand Layer around Bucket Foundations under Dynamic Loadings
The liquefaction deformation of sand layer around a bucket foundation is simulated under equivalent dynamic ice-induced loadings. A simplified numerical model is presented by taking the bucket-soil interaction into consideration. The development of vertical and horizontal liquefaction deformations are computed under equivalent dynamic ice-induced loadings. Firstly, the numerical model and resul...
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ژورنال
عنوان ژورنال: Acta Mechanica Sinica
سال: 2007
ISSN: 0567-7718,1614-3116
DOI: 10.1007/s10409-007-0100-7