Titlebook: Geotechnics for Sustainable Infrastructure Development; Phung Duc Long,Nguyen Tien Dung Conference proceedings 2020 Springer Nature Singap

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Analytical evaluation of deformation behavior of cantilever type retaining wall using large diameterapplied for high retaining wall using large diameter steel pipe piles with high flexural rigidity. In the design of large diameter pile wall, a conventional method used for small height flexible sheet pile walls is adopted. However, this method may not be rational to high retaining height large diam

Iatrogenic

軍械庫(kù)

Effects of plugging on toe bearing capacity of open-ended pilesected for the pile. However, an estimation of the bearing capacity of deeply embedded piles with a large diameter has complex problems such as an increased bearing capacity owing to a deep embedment, and the plugging effect is decreased when using large-diameter piles. In this study, a double-pipe m

V切開(kāi)

小口啜飲

upstart

Exposure

The impact of groundwater lowering on pile bearing capacity in Hanoi – Vietnam result in geotechnical hazards in changing the mechanism of the underground environment, especially risks relate to the deep foundation. As a result of lowering groundwater, the bearing capacity of the existing piles could be reduced significantly due to development of the negative skin friction. T

窗簾等

上下倒置

Affection

Health Effects: Exposure-Response Functions,s considered the influence of the difference in the deformation mode of the pile due to the difference in the horizontal loading position. Based on the above observations, it was suggested that the PHRI method of the type S model, assuming the Winkler-Spring model, is applicable only to the limited deformation mode.