中国港湾建设
中國港灣建設
중국항만건설
CHINA HARBOUR ENGINEERING
2014年
10期
57-59
,共3页
海堤%失稳%加固
海隄%失穩%加固
해제%실은%가고
seawall%instability%reinforcement
某工程二期海堤建成1.5 a后局部段滑移入海，对比事故发生前后2次地质勘察资料，选取合适参数计算不同工况下海堤的稳定性，从理论上分析失稳原因。根据稳定分析及计算结果，给出了该海堤现阶段不同工况下的加固方案。
某工程二期海隄建成1.5 a後跼部段滑移入海，對比事故髮生前後2次地質勘察資料，選取閤適參數計算不同工況下海隄的穩定性，從理論上分析失穩原因。根據穩定分析及計算結果，給齣瞭該海隄現階段不同工況下的加固方案。
모공정이기해제건성1.5 a후국부단활이입해，대비사고발생전후2차지질감찰자료，선취합괄삼수계산불동공황하해제적은정성，종이론상분석실은원인。근거은정분석급계산결과，급출료해해제현계단불동공황하적가고방안。
The part of a seawall in one phaseIIproject was slipped into sea after a year and a half. The stability of seawall was calculated under various working conditions, and its calculation parameters were selected through comparative analysis of the geotechnical survey data before and after the accident, the instability reason was analyzed in theory. The calculation results indi-cate the reinforcement scheme for the seawall at the present stage in different working conditions.
