傾倒式危巖穩(wěn)定性計(jì)算表

1、后緣裂隙深度 h( m裂隙充水高度 hw( m裂隙總長(zhǎng)度h( m重心到傾覆點(diǎn) 平距a( m裂隙未貫通端點(diǎn)到 傾覆點(diǎn)平距b(mWY23現(xiàn)狀2.70.902.70.10.3暴雨2.71.352.70.10.3暴雨+地震2.71.352.70.10.3WY42現(xiàn)狀4.31.434.50.40.8暴雨4.32.154.50.40.8暴雨+地震4.32.154.50.40.8WY45現(xiàn)狀4.71.574.80.10.8暴雨4.72.354.80.10.8暴雨+地震4.72.354.80.10.8WY52現(xiàn)狀3.51.173.50.10.5暴雨3.51.753.50.10.5暴雨+地震3.51.753.5

2、0.10.5WY66現(xiàn)狀3.01.003.81.21.1暴雨3.01.53.81.21.1暴雨+地震3.01.53.81.21.1WY67現(xiàn)狀3.21.073.20.10.7暴雨3.21.63.20.10.7暴雨+地震3.21.63.20.10.7WY15現(xiàn)狀2.60.872.60.10.1暴雨2.61.32.60.10.1暴雨+地震2.61.32.60.10.1WY17現(xiàn)狀2.60.872.60.10.1暴雨2.61.32.60.10.1暴雨+地震2.61.32.60.10.1WY22現(xiàn)狀2.40.802.40.10.6暴雨2.41.22.40.10.6暴雨+地震2.41.22.40.10.

3、6WY27現(xiàn)狀3.91.303.90.10.7暴雨3.91.953.90.10.7暴雨+地震3.91.953.90.10.7WY30現(xiàn)狀3.81.273.90.10.9暴雨3.81.93.90.10.9暴雨+地震3.81.93.90.10.9WY34現(xiàn)狀5.31.775.40.10.6暴雨5.32.655.40.10.6暴雨+地震5.32.655.40.10.6WY59現(xiàn)狀2.30.772.30.10.3暴雨2.31.152.30.10.3暴雨+地震2.31.152.30.10.3WY65現(xiàn)狀2.70.902.70.20.4暴雨2.71.352.70.20.4暴雨+地震2.71.352.70.

4、20.4后緣裂隙深度 h( m裂隙充水高度 hw( m裂隙總長(zhǎng)度h( m重心到傾覆點(diǎn) 平距a( m裂隙未貫通端點(diǎn)到 傾覆點(diǎn)平距b(mWY35現(xiàn)狀4.31.434.30.10.3暴雨4.32.154.30.10.3暴雨+地震4.32.154.30.10.3重心在傾覆點(diǎn)外重心到傾覆點(diǎn)垂 直距離ho( m危巖體抗拉強(qiáng)度標(biāo)準(zhǔn)值 flk (kpa)基座傾角0(°)后緣裂隙傾角3(°)危巖體 積V危巖目重W( KN地震加速 度g地震力Q(KN/m)1.32750832.972.50001.32750832.973.08001.32750832.973.080.053.6542.3350

5、08312.12303.00002.335008312.12305.42002.335008312.12305.420.0515.27122.1350-98010.76269.00002.1350-98010.76271.15002.1350-98010.76271.150.0513.55761.5350-5805.71142.75001.5350-5805.71143.89001.5350-5805.71143.890.057.19461.435008015.61390.25001.435008015.61393.37001.435008015.61393.370.0519.66861.43

6、5048515.61390.25001.435048515.61393.37001.435048515.61393.370.0519.66861.23500752.665.00001.23500752.665.52001.23500752.665.520.053.2761.23500792.357.50001.23500792.357.96001.23500792.357.960.052.8980.9350-7803.177.50000.9350-7803.178.12000.9350-7803.178.120.053.9061.3350-10758.7217.50001.3350-10758

7、.7219.24001.3350-10758.7219.240.0510.9621.5350-10808.15203.75001.5350-10808.15205.38001.5350-10808.15205.380.0510.2692.2350-10809.7242.50002.2350-10809.7244.44002.2350-10809.7244.440.0512.2221275-4802.357.50001275-4802.357.96001275-4802.357.960.052.8981.2275-5753.792.50001.2275-5753.793.24001.2275-5

8、753.793.240.054.662重心在傾覆點(diǎn)內(nèi)重心到傾覆點(diǎn)垂 直距離h0( m危巖體抗拉強(qiáng)度標(biāo) 準(zhǔn)值 flk (kpa)基座傾角B(°)后緣裂隙傾角B(°)危巖體 積V危巖自重W( KN地震加速 度g地震力Q(KN/m2350-5805.73143.25002350-5805.73144.40002350-5805.73144.400.057.2198裂隙水壓力Vr （KN/m抗傾覆力（分子）傾覆力 （分母）穩(wěn)定性系數(shù)4.0513.768.621.609.1113.7611.771.179.1113.7616.530.8310.27184.43129.221.4323

9、.11184.43145.781.2723.11184.43180.911.0212.2770.3634.842.0227.6170.3652.291.3527.6170.3680.760.876.8127.4417.261.5915.3127.4424.141.1415.3127.4434.930.795.00495.30475.011.0411.25495.30489.061.0111.25495.30516.590.965.6961.9941.681.4912.8061.9947.601.3012.8061.9975.140.833.7612.227.721.588.4512.2210.

10、561.168.4512.2214.490.843.768.886.931.288.458.889.690.928.458.8813.170.673.2013.698.721.577.2013.6910.971.257.2013.6914.480.958.4544.1626.071.6919.0144.1635.911.2319.0144.1650.160.888.0247.4324.641.9318.0547.4333.991.4018.0547.4349.400.9615.6165.4435.181.8635.1165.4459.531.1035.1165.4486.410.762.9410.176.611.546.6110.178.581.196.6