Simplified Calculation of Lateral Displacement of a Cement-Soil Gravity Retaining Wall

Table 1

Physical and mechanical properties of soil.

No.	Soil types	Thickness h (m)	Unit weight γ (kN/m^3)	Cohesion c (kPa)	Internal friction angle φ (°)
1	Miscellaneous fill	1.055
2	Silty clay	2.244	18.61	12.1	16.30
3	Mucky clay	12.471	16.62	14.0	12.51
4	Clay	1.431	17.90	13.2	13.50
5	Silty clay mixed with silt	7.272	18.33	14.1	17.55