CAJ | 학술논문

深厚软土的海涂区，地表无硬壳层，承载力低，施工实施十分困难，路堤沉降大，易滑移，病害多。针对沿海港区疏港公路实施中遇到的低矮路堤滑移问题，本文对其滑移失稳机理进行了系统的分析，并利用反压护道的方式治理了工程病害。
심후연토적해도구，지표무경각층，승재력저，시공실시십분곤난，로제침강대，역활이，병해다。침대연해항구소항공로실시중우도적저왜로제활이문제，본문대기활이실은궤리진행료계통적분석，병이용반압호도적방식치리료공정병해。
The deep-soft foundation in seaside area does not contain high strength cover layer and this makes it difficult to build an embankment on a low bearing capacity layer. This paper makes a systematic analysis about the sliding mechanism of the low embankment which always has the problem of sliding and also introduce the back berm to deal with the engineering problems.