Guoliang Yu

TL;DR: In this paper, the authors observed an engineering project, in which the vacuum preloading method incorporated with the vertical drain system was applied to the improvement of the dredged marine clay slurry as the fill and the in-situ soft ground for land reclamation.

TL;DR: In this article, seven torpedo anchors with different shapes, sizes, aspect ratios, scale ratios and fin sizes were utilized to investigate their influence on the falling velocity of the anchor during acceleration.

TL;DR: In this paper, the erodibility of fluidized cohesive sediments from the seabed of Hangzhou Bay, China, was experimentally investigated in unidirectional open flows.

TL;DR: In this article, the penetration depth of a free falling torpedo anchor into cohesive soil has been laboratory investigated and a formula for calculating the depth of the anchor regardless of soil separation has been proposed based on energy conservation principle and experimental measurements.

TL;DR: In this article, a new empirical formula of the form lg k=A(P)e+B(P), which is best represented by a linear e vs lg K relationship, was proposed to calculate the permeability of fine-grained muddy clays with the clay content P as a parameter.