Research Article

Seismic Bearing Capacity of Strip Footings on Cohesive Soil Slopes by Using Adaptive Finite Element Limit Analysis

Table 3

Seismic bearing capacity factor Nce for strip footings on cohesive soil slopes with H/B = 2.

β (°)cu/(γB)khλkhλ
00.511.523400.511.5234

150.6250.10.3
13.824.224.434.454.454.454.45
1.53.884.264.464.474.474.474.472.722.992.992.992.992.992.99
2.53.934.294.484.484.484.484.482.753.013.013.013.013.013.01
53.964.274.494.504.504.504.502.773.023.023.023.023.023.02
7.53.974.324.504.504.504.504.502.773.023.023.023.023.023.02
0.6250.20.35
13.223.583.663.663.663.663.66
1.53.273.633.693.693.693.693.692.482.702.702.702.702.702.70
2.53.313.653.703.703.703.703.702.502.712.712.712.712.712.71
53.343.673.723.723.723.723.722.522.722.722.722.722.722.72
7.53.343.683.723.723.723.723.722.522.722.722.722.722.722.72

300.6250.10.3
13.373.824.164.364.454.454.452.442.852.982.982.982.982.98
1.53.473.934.284.474.474.474.472.502.922.992.992.992.992.99
2.53.544.004.344.494.504.504.502.542.963.013.013.013.013.01
53.584.044.384.504.504.504.502.562.993.023.023.023.023.02
7.53.594.054.384.504.504.504.502.573.003.023.023.023.023.02
0.6250.20.35
12.893.323.593.663.663.663.66
1.52.963.413.693.693.693.693.692.122.442.442.442.442.442.44
2.53.023.473.713.713.713.713.712.152.442.442.442.442.442.44
53.053.513.723.723.723.723.722.172.442.442.442.442.442.44
7.53.073.523.723.723.723.723.722.172.452.452.452.452.452.45

450.6250.10.3
12.813.183.423.663.904.334.452.122.412.492.572.662.852.98
1.52.962.503.884.164.404.474.472.202.692.992.992.992.992.99
2.53.063.634.044.374.494.494.492.262.783.013.013.013.013.01
53.123.714.134.464.504.504.502.302.843.023.023.023.023.02
7.53.143.744.154.484.504.504.502.312.853.023.023.023.023.02
0.6250.20.35
12.442.792.943.103.263.583.661.962.242.292.352.352.352.35
1.52.563.083.443.673.693.693.692.042.512.702.702.702.702.70
2.52.643.203.593.713.713.713.712.092.592.712.712.712.712.71
52.693.273.663.723.723.723.722.122.642.722.722.722.722.72
7.52.713.293.683.723.723.723.722.142.652.722.722.722.722.72

600.6250.10.3
12.252.522.773.053.343.904.371.741.932.002.122.242.522.52
1.52.452.983.313.623.914.424.471.882.352.602.792.972.992.99
2.52.583.203.633.974.264.494.491.952.522.893.013.013.013.01
52.663.333.804.164.464.504.502.002.613.003.023.023.023.02
7.52.683.373.844.214.494.504.502.022.643.013.023.023.023.02
0.6250.20.35
11.992.212.372.572.773.203.561.631.791.831.831.830.000.00
1.52.152.662.953.193.433.693.691.752.212.442.602.602.602.60
2.52.252.863.263.573.713.713.711.822.372.692.712.712.712.71
52.322.973.413.723.723.723.721.862.452.722.722.722.722.72
7.52.343.003.453.733.733.733.731.882.472.722.722.722.722.72

750.6250.10.3
11.741.912.162.472.823.474.041.381.481.531.651.822.182.18
1.51.962.412.753.103.434.054.471.531.962.162.372.582.993.00
2.52.102.733.153.513.854.424.481.632.202.552.823.013.013.01
52.192.903.393.774.104.504.501.692.332.753.023.023.023.02
7.52.222.953.463.854.184.504.501.712.372.803.023.023.023.02
0.6250.20.35
11.551.691.832.042.302.813.26
1.51.742.182.442.732.993.513.691.441.852.032.212.402.702.70
2.51.852.462.853.163.453.703.701.532.082.412.662.712.712.71
51.932.613.073.433.713.723.721.582.202.592.722.722.722.72
7.51.952.663.133.503.723.723.721.602.242.642.722.722.722.72