Shear Strength Characistic of Sand

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progressively overcome, the stress decreases with increasing strain. The reduction in the degree of inte rlockin g produc es an increase in the volume of the specimen du ri ng shea ri ng as ch aracte ri ze d by th e re lati on sh ip, sh own in Fi gure 4. 8( c) , between volumetric strain and shear strain in the direct shear test. In the drained Dense Dense Dense Loose Loose Loose Same σ′ Same e 0 φ cv σ′ Different σ′ φ max φ cv e cv (φ max ) (φ cv ) (φ µ ) σ′ (a) (b) (secant) (c) (e) (g) (d)      V     o      l     u     m     e      i     n     c     r     e     a     s     e      V     o      l     u     m     e      d     e     c     r     e     a     s     e dε v ε v dγ τ τ τ/σ′ τ γ γ γ  γ γ e e e 0 (f  ) A B C A B C A B C Figure 4.8  Shear strength characteristics of sand. Shear strength of sands 103

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progressively overcome, the stress decreases with increasing strain. The reduction in

the degree of interlocking produces an increase in the volume of the specimen

during shearing as characterized by the relationship, shown in Figure 4.8(c),

between volumetric strain and shear strain in the direct shear test. In the drained

Dense

Dense

Dense

Loose

Loose

Loose

Same σ′

Same e0

φcv σ′

Different σ′

φmax

φcv

ecv

(φmax)

(φcv)

(φµ)

σ′(a) (b)

(secant)

(c)

(e)

(g)

(d)

     V    o     l    u    m

    e

     i    n    c    r    e    a

    s    e

     V    o     l    u    m    e

     d    e    c    r    e    a    s    e

dεvεv

dγ 

τ

τ

τ/σ′

τ

γ 

γ 

γ    γ 

γ 

e

e

e0

(f  )

A

B

C

A

B

C

A

B

C

′′

Figure 4.8  Shear strength characteristics of sand.

Shear strength of sands 103