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Publications by [Tong B.]
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<p>The results of this study show that failure of the examined caisson quay wall is induced by the deformation of the foundation and backfill soils. For all the analyzed remedial methods, improving the top 10 to 15 m of foundation soil under the wall and first ...
Filed under:
Earthquake Engineering -
Liquefaction
Reference:
A dissertation submitted to the graduate faculty in partial fulfillment of the requirements of the degree of DOCTOR OF PHILOSOPHY Major: Civil Engineering (Geotechnical)
