浙江水利水电学院学报
浙江水利水電學院學報
절강수이수전학원학보
Journal of Zhejiang Water Conservancy and Hydropower College
2014年
3期
24-27
,共4页
围垦造地%软基%沉降
圍墾造地%軟基%沉降
위은조지%연기%침강
reclamation%soft foundation%sedimentation
以某海滨围垦造地工程为例,采用岩土工程计算分析软件包系列中的SIGMA/W软件对围垦造地工程区海堤及堤内一定范围的典型断面在填筑过程以及运行期的应力、变形进行计算分析,得出这些部位填筑后、前期(一年)和最终(四年)可能沉降量指标,较好的解决了回填工程量估算问题。
以某海濱圍墾造地工程為例,採用巖土工程計算分析軟件包繫列中的SIGMA/W軟件對圍墾造地工程區海隄及隄內一定範圍的典型斷麵在填築過程以及運行期的應力、變形進行計算分析,得齣這些部位填築後、前期(一年)和最終(四年)可能沉降量指標,較好的解決瞭迴填工程量估算問題。
이모해빈위은조지공정위례,채용암토공정계산분석연건포계렬중적SIGMA/W연건대위은조지공정구해제급제내일정범위적전형단면재전축과정이급운행기적응력、변형진행계산분석,득출저사부위전축후、전기(일년)화최종(사년)가능침강량지표,교호적해결료회전공정량고산문제。
Based on coastal reclamation project, the SIGMA/W from the software package of geotechnical engineering calcu-lation and analysis series is adopted to calculate and analyze the stress and deformation of the typical sections during the fill-ing process and operating period for seawall reclamation project.It is concluded that after filling, the settlement index of these areas in one year, and for four years, which is proved to a good solution for estimating quantity in backfilling engi-neering.