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对哈尔滨某锅炉房工程结构产生裂缝事故的原因分析 ,结合建筑物场地的实际情况 ,在基底采用水平方向的灰砂挤土桩对地基土进行了成功的加固 ,并借用《地基处理规范》中竖向桩基条件下的复合地基承载力计算公式 ,对该条件下的地基承载力值进行了计算、验证。
Based on the analysis of the causes of cracks in a boiler room structure in Harbin and the practical application of the site of the building, the foundation soil was successfully reinforced with lime-sand compaction piles in the horizontal direction. Based on the “Code for Foundation Treatment” The formula of bearing capacity of composite foundations under vertical pile foundation is calculated and the bearing capacity of foundation under this condition is calculated and verified.