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- W2351558587 abstract "Swelling tests for Nanyang expansive soil under different vertical loads are carried out,and the shear strengths of the swelled samples are thereafter determined by direct shear tests.It was found that,with the increasing vertical loads applied during swelling,the swelling deformation of Nanyang expansive soil decreases,whereas the shear strength of swelled samples increases.The strength parameters cohesion c and internal friction angle φ are correlated with the vertical loads applied during the swelling,which are then used to analyze the stability of an expansive soil slope reinforced with soilbags(a kind of treatment for reinforcing the slope surface).The effectiveness of reinforcing expansive soil slopes by soilbags is illustrated." @default.
- W2351558587 created "2016-06-24" @default.
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- W2351558587 date "2010-01-01" @default.
- W2351558587 modified "2023-09-23" @default.
- W2351558587 title "Experimental study on strength characteristics of Nanyang expansive soil under loading and its application" @default.
- W2351558587 hasPublicationYear "2010" @default.
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