不同加固方法处理吹填淤泥地基的对比分析重点探寻

Comparison and Analysis of Different Reinforcement Methods for Hydraulic Fill Silt Foundation

随着时代的发展,我国已进入科学技术高速发展的时期,在建筑领域,通过吹填淤泥地基进行围海遗陆已成为非常善追的一种形式。在现实工作情景中,处理吹填淤泥地基可以采用不同的加固方法,但不同加固方法的处理效果存在一定的差异。因此,以某工程的实际建造过程为例,对真空预压法、静动力排水固结法两种方式处理吹填淤泥地基的思路与方式进行了全面分析,从而对两者之间的区别进行了重点对比以期为相关工程单位吹填淤泥地基提供一定的指导。

With the development of the times,China has entered a period of rapid development of science and technology.In the construction field,reclamation of land from the sea by hydraulic reclamation of silt foundation has become a very common form.In the real working situation,diferent reinforcement methods can be used to treat the hydraulic fll silt foundation,but the treat-ment effects of diferent reinforcement methods are diferent.Therefore,taking the actual construction process of a project as an example,this paper comprehensively analyzes the ideas and methods of vacum preloading static and dynamic drainage consolida-tion method to treat dredger fill sludge foundation,and makes a key comparison between the two methods,hoping to provide some guidance for relevant engineering units to dredger fill sludge foundation.