Advances in Civil Engineering / 2019 / Article / Tab 1

Research Article

Model Tests of Earth Pressure on Buried Rigid Pipes and Flexible Pipes underneath Expanded Polystyrene (EPS)

Table 1

Parameters of sand.

Maximum dry density (g·cm−3)Minimum dry density (g·cm−3)Internal friction angle (°)Degree of compaction (%)Water content (%)

1.701.6530958