山东大学教师主页李树忱 Analytical Solution for Bolted Tunnels in Expansive Loess Using the Convergence-Confinement Method Home

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School/Department:未来技术学院

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Seepage Flow Model and Deformation Properties of Coastal Deep Foundation Pit under Tidal Influence

Release Time:2019-11-01 | Hits:

Institution:齐鲁交通学院

Title of Paper:Seepage Flow Model and Deformation Properties of Coastal Deep Foundation Pit under Tidal Influence

Journal:Mathematical Problems in Engineering

First Author:李树忱

All the Authors:梁艳红,李树忱

Document Code:7A0D5086245F428E879A7866BFCA0373

Translation or Not:No

Date of Publication:2018-06