摘要
本文结合宁夏吴忠宾馆平移工程进行了地基土平板载荷试验研究,针对具体工程的地质特点,利用已开挖的人工挖孔桩桩孔,应用浅层平板载荷试验方法,对工程场区的深部地基,土层及大直径桩桩端土层在承压板下应力主要影响范围内的承载力进行了评价。
A case study of the foundation soil plate loading test in the translation of Wuzhong Hotel in Ningxia, this paper evaluates the bearing capacity of the deep foundation, soil layer and that at the large diameter pile end in the engineering field within the main affected area under stress of the pressure plates in accordance with the specific engineering geological characteristics and using the pile hole of the excavated artificial dig - hole and the method of shallow flat load test as well.
出处
《宁波工程学院学报》
2011年第4期97-100,共4页
Journal of Ningbo University of Technology
关键词
地基土承载力
极限端阻力
平板载荷试验
bearing capacity of foundation soil, extreme end resistance, plate loading test