Japan Society of Civil Engineers 2019 Annual Meeting

Presentation information

第III部門

数値解析

Thu. Sep 5, 2019 12:40 PM - 2:10 PM III-6 (幸町北4号館 423講義室)

座長:高山 裕介(日本原子力研究開発機構)

[III-554] Dynamic immediate settlement analysis of highly permeable soil considering inertial effect of pore water

*豊田 智大1、野田 利弘1 (1. 名古屋大学)

Keywords:u-w-p formulation, soil-water coupled analysis, high-permeability, fiinite deformation, finite element method, immediate settlement

Typical soil-water coupled analyses of saturated soils are mostly based on u-p formulation, which neglects inertial effect of pore water. Instead, we have developed “u-w-p formulation”-based analysis for obtaining exact solutions. We’ve included the damped-vibrational solution of an immediate settlement in case of high-permeable soils with confirmations of the efficacy of our formulations. Here we indicate that the u-w-p formulation gives specific variation of pore water pressure at the initial of the settlement analysis and propose a one-dimensional model for understanding the phenomenon.

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