Bearing Capacity of Partly Saturated Soilsby Annapareddy Siva Reddy, (A.M.ASCE), Assoc. Prof.; Civ. and Hydr. Engrg. Dept., Indian Inst. of Sci., Bangalore, India,
Gavidi Mogaliah, Sr. Res. Fellow; Civ. and Hydr. Engrg. Dept., Indian Inst. of Sci., Bangalore, India,
Serial Information: Journal of the Soil Mechanics and Foundations Division, 1970, Vol. 96, Issue 6, Pg. 2175-2180
Document Type: Journal Paper
Herein a method is presented for finding the ultimate bearing capacity of strip footings on partially saturated soils using Skepmton's pore pressure parameters and the method of characteristics.
Subject Headings: Saturated soils | Load bearing capacity | Footings | Parameters (statistics) | Pore pressure | Soil properties | Soil pressure
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