期刊文献+

天仙公路工后沉降预测分析

Post-construction Settlement Prediction of Tian-Xian Highway
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摘要 简要介绍了双曲线法、星野法、分层总和法3种地基沉降预测方法。以天仙公路工程项目为研究平台,运用分层总和法计算了典型断面固结沉降量,并进行了两种试验工况超载预压试验,试验结果表明工后沉降量满足设计要求。 This paper briefly describes three settlement prediction method, such as Hyperbola method, Hoshino method and Stratified summation method. Taking Tian xian highway project as a research object, the consolidation settlements of typical sections are calculated using the stratified summation method. Throng two kinds of test condition overload pre-pressure tests, the test results show that the post-construction settlement quantity meets the design re- quirements.
出处 《建材世界》 2013年第4期82-85,105,共5页 The World of Building Materials
关键词 软土地基 分层总和法 超载预压试验 soft foundation stratified summation method overload pre-pressure test
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参考文献3

  • 1王吉利.天仙一级公路软基处理方法专题研究报告[R].2004.
  • 2Eduardo Miranda,Jorge Ruiz-Garcia. Influence of Stiffness Degradation on Strength Demands of Structures Built on Soft Soil Sites[J]. Engineering Structures, 2002,24 : 1271-1281.
  • 3Hamdy Faheem, Fei Cai. Three-dimensional Base Stability of Rectangular Excavations in Soft Soils Using FEM[J]. Computers and Geotechnics, 2004,31 : 67-74.

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