摘要
通过对南昌世界贸易中心等工程实践的分析,就该区内砂砾岩的性质及桩基承载力提出了新 的评价方法。
New evaluation methods on the property of tertiary sand-gravel stone and bearing capacity of pile foundation are given based on the analyses on the practices in the projects like World Trade Center Nanchang.
出处
《有色冶金设计与研究》
2004年第2期45-48,共4页
Nonferrous Metals Engineering & Research
关键词
砂砾岩
饱和单轴抗压强度
桩基静载试验
sand-gravel stone
saturation uniaxial compressive strength
dead load test on pile foundation
