Introduction to Stress path - Strength Parameters of Soil, Soil Mechanics | Soil Mechanics Notes- Agricultural Engineering PDF Download

What is Stress path?

Stress path is used to represent the successive states of stress in a test specimen of soil during loading or unloading. Series of Mohr circles can be drawn to represent the successive states of stress, but it is difficult to represent number of circles in one diagram. Figure 13.1 shows number of Mohr circles by keeping σ₃ and increasing σ₁ on σ  - t  plane. The successive states of stress can be represented by a series of stress points and a locus of these points (in the form of straight or curve) is obtained. The locus is called stress path. The stress points on σ  -t  plane can be transferred to p-q plane (as shown in Figure 13.1). The coordinates of the stress points on p-q plane can be obtained as:

\[p={{{\sigma _v} + {\sigma _h}} \over 2}\]                    (13.1)

\[q={{{\sigma _v} - {\sigma _h}} \over 2}\]                     (13.2)

The stress path can be drawn as:

(a) Total stress path (TSP)

(b) Effective stress path (ESP)

(c) Stress path of total stress minus static pore water pressure (TSSP)

If in a field situation, static ground water table exists, initial pore water pressure u0 will act on the sample. Thus, the static pore water pressure will be equal to u0. The effective stress coordinates of the stress points on p'-q' plane can be obtained as:

\[p'={{{\sigma _v} - u + {\sigma _h} - u} \over 2} = {{{{\sigma '}_v} + {{\sigma '}_h}} \over 2}\]                     (13.3)

\[q'={{{\sigma _v} - u - ({\sigma _h} - u)} \over 2} = {{{{\sigma '}_v} - {{\sigma '}_h}} \over 2} = {{{\sigma _v} - {\sigma _h}} \over 2}=q\]             (13.4)

Figure 13.2 shows different stress paths for normally consolidated clay obtained from CU (effective) test.               

Fig. 13.1. Stress point on Mohr circle and on p-q plane.

Fig.13.2. Different stress paths.

For initial condition, σ_v =σ_h =0 and if σ_v and σ_h are increased in such as way that ratio σ_h /σ_v is constant. This ratio is called lateral stress ratio, K. Thus,

\[K={{{\sigma _h}} \over {{\sigma _v}}}\]                                                                                            (13.5)

Similarly, coefficient of lateral earth pressure at rest (K₀) and at failure (K_f) can be expressed as:

\[{K_0}={{{{\sigma '}_h}} \over {{{\sigma '}_v}}}\]                                                                             (13.6)
 \[{K_f}={{{{\sigma '}_{hf}}} \over {{{\sigma '}_{vf}}}}\]                                                                   (13.7)
On p-q plane, the stress ratios are representing straight lines (as shown in Fig. 13.3).

Fig. 13.3.  Variation of Stress Rations.

Figure 13.4 shows the relationship between K_f line (on p-q plane) and Mohr-Colomb failure envelope (on s  - t  plane). The shear strength parameters can also be determined from K_f line on p-q plane as:

\[\phi={\sin ^{ - 1}}(\tan \psi )\]                      (13.8)

\[c={a \over {\cos \phi }}\]                               (13.9)

Fig. 13.4. Relationship between K_f line and Mohr-Colomb failure envelope.