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- W2181676487 abstract "2 Abstract: The shear strength of soils is due to resistance against movement of soil grains at their contact area which is caused by interlocking and existing bonds between the grains chemical bond is one kind of bonds existed between soil grains that is due to the existance of calcium carbonate and it is called cementation and it could be important factor in increase in shear strength of overconsolidated clay soils. in order to evaluate the effect of cementation on shear strength of soils a mixture of 70% sand and 30% bentonite clay were used. To this mixture a 5% cement by dry weight was added and overconsolidated compacted samples cured for 7 and 28 days were prepared and tested in direct shear machine. The results were compared with the results of tests on uncemented samples. The results showed higher shear strength for cemented samples as expected. With the increase in cementation the coefficient m of overconsoldated shear strength decreased and the shear strength increased." @default.
- W2181676487 created "2016-06-24" @default.
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- W2181676487 date "2012-01-01" @default.
- W2181676487 modified "2023-09-27" @default.
- W2181676487 title "Evaluation of Effect of Cementation on Drained Shear Strength of Overconsolidated Clay Soils" @default.
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