Research Article

Emergency Trench Shoring and Rescue: A Simplified Method for Calculating Lateral Earth Pressures

Table 3

Maximum total thrust earth-pressure distribution for braced excavation per strut. Bold values denote a failure condition where the expected resistance is less than the calculated earth-pressure force.

Trench depthBulk unit weightMaximum total trust pressureMaximum force per strutResistance per strut
Peck [6]Tschebotarioff [9]Peck [6]Tschebotarioff [9]T-L methodC-80 methodC-60 methodEquation (2)1
pcfkN/m3psfkPapsfkPakipkNkipkNkipskNkipskNkipskNkipskN

4 ft (1.2 m)12018.9152.97.2120.05.72.410.41.98.13.314.76.327.95.022.22.19.5
12519.6107.35.1125.05.91.77.32.08.53.314.76.327.95.022.22.19.5
13020.474.43.5130.06.11.25.02.18.83.314.76.327.95.022.22.19.5
8 ft (2.4 m)12018.9305.814.4240.011.34.920.73.816.36.126.911.450.78.839.34.319.0
12519.6214.510.1250.011.83.414.64.017.06.126.911.450.78.839.34.319.0
13020.4148.77.0260.012.32.410.14.217.66.126.911.450.78.839.34.319.0
12 ft (3.7 m)12018.9458.622.2360.017.47.332.05.825.19.441.616.573.412.756.46.428.5
12519.6321.815.6375.018.25.122.46.026.29.441.616.573.412.756.46.428.5
13020.4223.110.8390.018.93.615.66.227.29.441.616.573.412.756.46.428.5
16 ft (4.9 m)12018.9611.529.4480.023.19.842.47.733.312.153.821.696.216.573.48.538.0
12519.6429.020.6500.024.16.929.78.034.612.153.821.696.216.573.48.538.0
13020.4297.414.3520.025.04.820.68.336.012.153.821.696.216.573.48.538.0
20 ft (6.1 m)12018.9764.436.6600.028.712.252.79.641.415.468.526.8119.020.490.510.747.4
12519.6536.325.7625.029.98.637.010.043.115.468.526.8119.020.490.510.747.4
13020.4371.817.8650.031.15.925.710.444.815.468.526.8119.020.490.510.747.4

1Bold values denote a failure condition based on either Peck [6] or Tschebotarioff [9] thrust forces.