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真空预压加固软土地基沉降的简化计算方法
引用本文:艾英钵,施建勇,刘加才. 真空预压加固软土地基沉降的简化计算方法[J]. 中国港湾建设, 2005, 0(6): 3-5
作者姓名:艾英钵  施建勇  刘加才
作者单位:1. 河海大学岩土工程研究所,江苏,南京,210098
2. 南京工业大学土木工程学院,江苏,南京,210009
摘    要:指出了将抽真空直接作为荷载进行沉降计算方法的不足,提出通过有限元分析,根据最终沉降量及固结过程相当两大原则,将抽真空等效为堆载的方法。并由此提出了真空预压沉降计算简化方法。通过对工程算例的分析,演示了本文计算方法,也验证了该方法的合理性。

关 键 词:真空预压 沉降 堆载 固结
文章编号:1003-3688(2005)06-0003-03
收稿时间:2005-01-18
修稿时间:2005-06-22

Simplified Method to Calculate Settlement of Soft Soils Consolidated with Vacuum Preloading Method
AI Ying-bo,SHI Jian-yong,LIU Jia-cai. Simplified Method to Calculate Settlement of Soft Soils Consolidated with Vacuum Preloading Method[J]. China Harbour Engineering, 2005, 0(6): 3-5
Authors:AI Ying-bo  SHI Jian-yong  LIU Jia-cai
Affiliation:1. Research Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China; 2. College of Civil Engineering, Nanjing University of Technology, Nanjing 210009, China
Abstract:The shortcomings in the method for calculation of soil settlement with vacuum being directly used as the load are revealed in paper. A method making the vacuum equivalent to the surcharge load on the basis of the two principles of equivalent final settlement and equivalent consolidation process is proposed by means of finite element analysis and a simplified method to calculate the settlement of soft soil improved with the vacuum preloading method is therefore derived. With an analysis of cases of engineering calculations, the method proposed in the paper is demonstrated and the rationality of the proposed method is verified.
Keywords:vacuum preloading   settlement   surcharge loading   consolidation
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