The Application of Seismic Wave in Consolidated Foundation Test
Abstract We first construct the relationship between seismic wave velocity and soil physical index using drilling, in-site test and soil test data, as known input information. Then in the same seismic arrangement, rayleigh wave velocity and longitudinal wave velocity can be picked up from the same seismic section, which is divided into velocity layers. This permits calculation of some foundation physical soil properties, such as compactness, uniformity and bearing capacity, based on the relationship.
Key words :
strong ramming foundation
compactness
uniformity
bearing capacity characteristic value
the same seismic arrangement
Cite this article:
YANG Linfeng,GAO Jie. The Application of Seismic Wave in Consolidated Foundation Test[J]. jgg, 2017, 37(11): 1198-1200.
YANG Linfeng,GAO Jie. The Application of Seismic Wave in Consolidated Foundation Test[J]. jgg, 2017, 37(11): 1198-1200.
URL:
http://www.jgg09.com/EN/ OR http://www.jgg09.com/EN/Y2017/V37/I11/1198
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