【摘要】 本文报道了上海地区粘土与粉砂组成的不均匀地基中的单桩承载力的研究工作。通过桩身轴力量测,获得粉砂层的σ_u及τ_u值各自的临界深度及临界厚度的参考值。更多还原

【Abstract】 The paper presents a study of the bearing capacity of pile in a no-uniform foundation composed of clay and silt in Shanghai area. By measuring the axial force of the pile shaft, the reference values of critical depths and thickness for σ_u and τ_u in the silty layer are obtained.更多还原