4-4剖面計算書

1、驗算項目:44剖面[驗算簡圖][驗算條件][基本參數(shù)]所依據(jù)的規(guī)程或方法：《建筑基坑支護技術(shù)規(guī)程》JGJ12099基坑深度：9.600(m)基坑內(nèi)地下水深度：11.000(m)基坑外地下水深度：11.000(m)基坑側(cè)壁重要性系數(shù)：1.000土釘荷載分項系數(shù)：1.250土釘抗拉抗力分項系數(shù)：1.300整體滑動分項系數(shù)：1.300[坡線參數(shù)]坡線段數(shù)1序號水平投影(m)豎向投影(m)傾角()11.6939.60080.0[土層參數(shù)]土層層

2、數(shù)2序號土類型土層厚容重飽和容重粘聚力內(nèi)摩擦角釘土摩阻力錨桿土摩阻力水土抗拔抗拉11.90045.7023.30045.9034.70046.016.1330.0112.2113.1999.000999.00046.10046.116.1330.092.6113.1999.000999.00026.3580.0114.4113.1999.000999.00057.50046.116.1330.072.9113.1999.000999.0

3、0026.3580.094.7113.1999.000999.00036.5938.9116.7113.110.52210.19969.60046.116.1330.043.5113.1999.000999.00026.3580.065.2113.1999.000999.00036.5938.987.2113.17.86610.20146.58730.9103.9113.12.6872.92479.60046.116.1330.043.

4、5113.1999.000999.00026.3580.065.2113.1999.000999.00036.5938.987.2113.17.86610.20146.58730.9103.9113.12.6872.92454.08753.166.4113.11.0001.70363.77761.276.5113.11.0001.478[內(nèi)部穩(wěn)定驗算結(jié)果]工況號安全系數(shù)圓心坐標x(m)圓心坐標y(m)半徑(m)11.6190.17811