人工挖孔桩.xls

人人 工工 挖挖 孔孔 桩桩 计计 算算 qp 600.00 KPa桩身混凝土强度C20 fc9.6N/mm2工作条件系数φc0.7桩身强度 D0.8/D1/3ApDR0.8/D1/3*qp*Apd 承台及土自重 重要性系数r0R-GR-G/r0Apd*fc*φc 0.900.9620.64366.970.8062.5241.10304.44276.773376.13 1.000.9290.79437.560.8062.5241.10375.04340.943376.13 1.100.9000.95513.060.8062.5241.10450.53409.583376.13 1.200.8751.13593.300.8062.5241.10530.77482.523376.13 1.300.8521.33678.150.8062.5241.10615.63559.663376.13 1.400.8311.54767.490.8062.5241.10704.97640.883376.13 1.500.8131.77861.220.8062.5241.10798.69726.093376.13 1.600.7962.01959.230.8062.5241.10896.70815.183376.13 1.700.7802.271061.430.8062.5241.10998.90908.093376.13 1.800.7652.541167.740.8062.5241.101105.211004.743376.13 1.900.7522.831278.080.8062.5241.101215.561105.053376.13 2.000.7393.141392.390.8062.5241.101329.871208.973376.13 2.100.7273.461510.590.9071.7751.101438.821308.014272.91 2.200.7163.801632.630.9071.7751.101560.851418.954272.91 2.300.7064.151758.430.9071.7751.101686.661533.334272.91 2.400.6964.521887.961.0081.6641.101806.301642.095275.20 2.500.6874.912021.161.0081.6641.101939.491763.185275.20 2.600.6785.312157.971.1092.1911.102065.781877.986382.99 2.700.6695.722298.361.1092.1911.102206.172005.616382.99 2.800.6616.152442.271.20103.3561.102338.922126.297596.29 2.900.6546.602589.671.20103.3561.102486.322260.297596.29 3.000.6477.072740.521.20103.3561.102637.162397.427596.29 3.100.6407.542894.771.30115.1591.102779.612526.928915.09 3.400.6209.073377.621.40127.61.103250.022954.5610339.39 3.500.6149.623545.151.40127.61.103417.553106.8610339.39