Examination of the Behavior of Gravity Quay Wall against Liquefaction under the Effect of Wall Width and Soil Improvement

Table 1

Features of the materials used in the analytical models of the gravity quay wall.

Materials	Behavior; model	Dry density; (Dry unit weight); (Kg/m^3)	Relative density; (𝐷𝑟 %)	Void ratio	Porosity	Angle of; internal friction	SPT	Shear modulus; (MPa)	Bulk module; (MPa)
1	Finn	1600	47	1	0.500	32	10	6	10
2	Finn	1530	55	0.704	0.413	36.5	13	6	10
	Finn	1559	67	0.673	0.402	38.5	20	8	13.33
	Finn	1575	75	0.650	0.394	40	25	9.2	15.33
	Finn	1586	82	0.630	0.387	41.5	30	10	16.66
	Finn	1591	89	0.610	0.79	42.9	35	11.2	18.66
	Finn	1595	94.86	0.597	0.374	43.4	40	12	20
3	Mohr-Coulomb	2000	—	—	—	42	—	12	20
4	Elastic	2400	—	—	—	—	—	8300	11100