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
Abstract: 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 | Soil properties | Soil pressure | Pore pressure | Parameters (statistics)
Services: Buy this book/Buy this article
Return to search