[建筑]人工挖孔桩承载力特征值 抗拔承载力计算-省规范

人工挖孔桩承载力特征值+抗拔承载力计算1.桩身承载力设计值计算Q<=ApfcΨcRZH1RZH4RZH5RZH6RZH7RZH8RZH9RZH10桩直径120014001600160018002000