Estimating the Climate-Controlled Soil Parameters and the Distorted Mound Shape for Analysis of Stiffened Rafts on Expansive Soils

Table 2

Calculated , , , and for expansive soils at different locations in the KSA.

No.	Location		from Equation (1)					from Figure 1 at
		(%)	(bars)
1	Tayma	20.25	4.97	497	3.70	1.70	5.01	−15.00
2	Tabuk	20.25	12.71	1,271	4.10	1.90	7.94	−21.00
3	Al-Ghat	15.75	24.55	2,455	4.39	1.61	4.07	−27.80
4	Al-Ghat	22.50	31.62	3,162	4.50	1.50	3.16	−30.00
5	Madina	29.25	25.29	2,529	4.40	1.60	3.98	−28.00
6	Madina	27.75	12.33	1,233	4.09	1.91	8.13	−14.50
7	Hofuf	18.00	36.81	3,681	4.57	1.43	2.69	−31.60