天然工况路面作用条块自重+传递系数滑面长滑面倾角θ条块面积土体重度γ路面荷载条块编号荷载宽度路面荷载c(kPa)φ(˚)23L(m)ψi(˚)As(m)(kN/m)（kN/m）（m）Q(kN/m)18.1743.1011.4520.0229.020140.9526.4335.0031.2920.0625.820140.9539.6626.0075.2820.01505.620140.9947.7423.3074.4620.01489.220140.9357.2811.4069.0920.01381.820140.9266.74-1.2050.7320.01014.620140.9575.37-9.7019.9520.0399.02014暴雨工况路面作用条块自重+传递系数滑面长滑面倾角θ条块面积土体重度γ路面荷载条块编号荷载宽度路面荷载c(kPa)φ(˚)23L(m)ψi(˚)As(m)(kN/m)（kN/m）（m）Q(kN/m)18.1743.1011.4520.5234.715110.9626.4335.0031.2920.5641.415110.9639.6626.0075.2820.51543.215110.9947.7423.3074.4620.51526.415110.9457.2811.4069.0920.51416.315110.9366.74-1.2050.7320.51040.015110.9675.37-9.7019.9520.5409.01511抗滑力下滑力Ri(kN/mTi(kN/m))397.71192.98628.82297.52663.61373.781434.67742.77323.4747.41258.06-85.19抗滑力下滑力Ri(kN/mTi(kN/m))308.32197.29488.81303.26518.31381.531119.54761.34252.0948.60199.46-87.32Ri*∏ψi397.711023.211690.293125.693303.923278.39稳定性系Ti*∏ψi安全系数数Fs192.98488.90864.331607.471580.191359.362.412剩余下滑力（kN/m）0.000.000.000.000.001.2500.00剩余下滑力（kN/m）0.000.000.000.000.001.2500.00Ri*∏ψi308.32795.101315.492435.472593.712603.81稳定性系Ti*∏ψi安全系数数Fs197.29499.25882.081643.721628.981422.731.830抗滑力下滑力Ri(kN/mTi(kN/m))205.09156.47256.41358.94530.60660.01495.82589.05483.32273.12387.71-21.25205.46-67.23抗滑力下滑力Ri(kN/mTi(kN/m))155.86160.38198.59367.92414.52676.51388.61603.77379.08279.95303.20-21.78158.91-68.91Ri*∏ψi205.09452.25959.641443.121821.242066.032172.66稳定性系Ti*∏ψi安全系数数Fs156.47508.361142.281716.641864.621697.051548.641.403剩余下滑力（kN/m）0.00192.27476.82711.18517.4162.541.2500.00剩余下滑力（kN/m）44.61304.26722.381081.07985.37589.431.250320.97Ri*∏ψi155.86348.63748.251129.181438.731646.281739.81稳定性系Ti*∏ψi安全系数数Fs160.38522.311176.511768.201939.281788.561648.621.055
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