山东大学学报(工学版) ›› 2017, Vol. 47 ›› Issue (1): 48-58.doi: 10.6040/j.issn.1672-3961.0.2016.195
吕国仁1,张群1,牛奔1,高全亭2,武照收1
LYU Guoren1, ZHANG Qun1, NIU Ben1, GAO Quanting2, WU Zhaoshou1
摘要: 为研究高层建筑桩基施工及后期沉降对其相邻建筑物产生的影响,根据现有研究理论建立简化的群桩周围土体位移场的计算公式,并依托工程实例通过简化计算公式计算出古建筑物的沉降值,并与工程实测值进行对比,分析高层建筑桩基对邻近建筑物的影响,同时还验证计算公式的正确性。 根据工程实例进行有限元数值模拟分析高层建筑桩基在有筏板和无筏板时桩径相同、不同桩长时的沉降对邻近建筑物的影响程度。通过模拟结果与实测值进行对比分析数值模拟的可行性及正确性。所得结论为济南国际世茂广场顺利施工提供了可靠依据,对具有类似地质地形的情况提供了技术参考。
中图分类号:
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