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METHOD FOR RAISING STABILITY OF PILE FOUNDATION IN CRYOLITIC ZONE

机译:提高冰冻带桩基础稳定性的方法

摘要

FIELD: construction engineering. SUBSTANCE: method involves placement of heat-insulating screen on foundation bed surface and calculation of its desired parameters. Novelty is that heat- insulating screen is placed on surface of and inside foundation bed; its dimensions, geometry, thermal properties of material having spatial anisotropy are determined depending on coincidence between estimated temperature field affording stability of structure throughout entire operating period and calculated temperature field. Calculated temperature field is obtained by solving nonstationary two-dimensional nonuniform equation of thermal conductance in rectangular coordinates using finite- difference method for anisotropic medium which has movable phase interface. Anisotropic medium is engineering-geological section of foundation soil, which encloses heat-insulating screen under design and adjacent construction site. EFFECT: improved pile foundation stability due to thinning of seasonal thaw layer - frost penetration ground without displacement of general level of ground heat balance. 1 cl, 7 dwg
机译:领域:建筑工程。实质:该方法涉及将隔热筛网放置在基床表面上并计算其所需参数。新颖之处在于,将隔热筛网放置在基础床的表面和内部。其尺寸,几何形状,具有空间各向异性的材料的热性能取决于提供整个操作期间的结构稳定性的估算温度场与计算温度场之间的符合性。对于具有可移动相界面的各向异性介质,使用有限差分法求解直角坐标系中的热导二维非平稳二维非均匀方程,即可得到计算得到的温度场。各向异性介质是地基土的工程地质部分,它包围着正在设计和与施工现场相邻的隔热屏。效果:由于季节性融化层变薄而提高了桩基稳定性-霜冻渗透地面而地面热平衡的一般水平不变。 1厘升,7载重吨

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