摘要
本文根据上海地区高层建筑采用的,以浅层粉砂层作为持力层的短桩基础工作特性,对短桩基础下,桩与地基土分担荷重比及建筑物沉降计算作了初步的探讨。通过与实测结果对比发现,计算结果与实测有较好的吻合。
On the basis of the working behaviour of short pile foundation on the shallow stratum of silty sand in shanghai area for high-rise building, a research for computing the proportion of the reaction beneath the slab to the total loads and the settlement of building was carried out. Compared with the field measurments, the computations are good agreement with the measurments.
出处
《建筑科学》
1989年第5期34-36,共3页
Building Science
