I am doing a analysis for the underground pipeline and I have few soil data.
I will use the following soil data:
friction angle : 27
density: 1.8 kg/m3
coeff. friction: 0.2
Soil : sand
OCM:6
I specified
ALLOWABLE STRESSES
B31.4 (2002) Eff= 1.0000 Sy= 241,316 KPa Fac= .5
I need to...