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本文根据青藏高原多年冻土地区昆仑山桩基试验场的试验结果,得出地基系数与融化深度的平方成反比,并在一定温度范围内,随桩侧冻土平均温度的降低近似地呈线性递增。
Based on the experimental results of the Kunlun Mountain Pile Foundation Test Field in the permafrost region of the Qinghai-Tibet Plateau, this paper concludes that the ground coefficient is inversely proportional to the square of the melting depth, and it is approximately linear with a decrease in the average temperature of the frozen soil near the pile in a certain temperature range. Incremental.