土工基础

›› 2016, Vol. 30 ›› Issue (2): 219-222.

• 工程实录 • 上一篇    下一篇

爆炸挤淤置换法筑堤沉降的有限元分析

王 伟 1，李永和 2，王吉利 3   

  1. (1.中国电力工程顾问集团中南电力设计院有限公司，武汉 430071； 2.浙江省水利河口研究院，杭州 310020；
    3.岩土力学与工程国家重点实验室 中国科学院武汉岩土力学研究所，武汉 430071)
  • 收稿日期:2016-01-29 出版日期:2016-04-20 发布日期:2016-04-27
  • 作者简介:王 伟（1983-），男，工程师，工学硕士，研究方向为岩土工程勘测、设计以及科研。
  • 基金资助:

    浙江省重大科技专项（2009C13010）

Finite Element Analysis on the Settlement of Levee Improved by the Blasting Replacement

WANG Wei1, LI Yonghe2, WANG Jili3   

  1. (1.Central Southern China Electric Power Design Institute, China Power Engineering Consulting Group Wuhan, 430071;
    2.Zhejiang Institute of Hydraulics and Estuary, Hangzhou, 310020;
    3.State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and 
    Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071)
  • Received:2016-01-29 Online:2016-04-20 Published:2016-04-27

摘要： 利用室内试验获得的模型参数结合有限元计算，对深厚淤泥质软基处理建成后的海堤短期和长期沉降问题开展了计算分析。对抛石填料和地基土分别采用莫尔库伦模型和修正剑桥模型，在地应力平衡的基础上，实施抛石堆载，堆载完成后，开展了工后10年的沉降分析。分析表明，抛石体堆载后，地基土地应力急剧增加，海堤两侧土体向上隆起，下部土体沉降；海堤建成后的621.2天累计沉降达1.2 m，孔隙水压仍未消散；建成10年后，海堤累计沉降达1.55 m；表明海堤建成后的短期和长期沉降均较大，对重大海堤工程，工后的沉降研究与控制显得必要。

关键词: 软基, 爆炸挤淤, 沉降, 有限元, 海堤

Abstract: A sea levee over the thick mucky soft cohesive soils was improved by the blasting replacement method and both the short term and the long term settlement of the levee were analyzed using finite element method with laboratory test determined parameters. In the analysis, the riprap was modeled as the MohrCoulomb model and the soft soil was presented by modified Cam-Clay model. The riprap surcharge was placed on the improved soils and the settlement monitoring was performed in a 10 years after the completion of the levee. The monitoring and analysis results indicate that, after the riprap surcharge, the incremental stress in the soil increased significantly and the soft soil heaving were observed at both sides of the levee and the settlement was observed at the levee. The accumulative settlement after 621.2 days of the levee completion was 1.2 meters and the excessive pore water pressure was not dissipated completely. At time of 10 after the levee completion, the accumulative settlement was 1.55 meters. It is suggested that both the short term and long term settlements after the construction of the sea levee are significant, therefore, for the important sea levees, the control of the post construction settlement is very important.

Key words: Soft Soils, Blasting Replacement of Soil Soils, Settlement, Finite Element Method, Levees