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软弱地层中桩孔人工冻结数值模拟分析

郝延周

河南城建学院学报Issue(5):17-21,5.
河南城建学院学报Issue(5):17-21,5.

软弱地层中桩孔人工冻结数值模拟分析

Analyses of artificial freezing numerical simulation on pile well in soft layer

郝延周1

作者信息

  • 1. 河南城建学院,河南 平顶山467036
  • 折叠

摘要

Abstract

The analyses of artificial freezing numerical simulation, based on the frozen temperature field theo-ry, the distribution of isotherm in freezing wall formation process and the freezing wall formed to meet the de-sign requirements of the time factor, are simulated and analyzed. Under certain assumptions by selecting spe-cific engineering geological parameters, focusing on under the combined action of four freezing pipes, frozen wall began to lap the time required to pay 56# pile in diameter around 80 cm formation. Frozen wall to meet the design requirements of 0. 55 m, the time required. The isothermal lines and the time when the frozen body being cross-circle, and the isothermal lines and the time when meeting the design requirements will be got.

关键词

桩井/人工冻结/温度场/冻结壁

Key words

pile well/artificial freezing/temperature field/freezing wall

分类

建筑与水利

引用本文复制引用

郝延周..软弱地层中桩孔人工冻结数值模拟分析[J].河南城建学院学报,2014,(5):17-21,5.

河南城建学院学报

1674-7046

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