Soil Mechanics

LESSON 21. Consolidation of Soil

\[\varepsilon={{\Delta H} \over {{H_0}}}\]                     (21.1)

where H₀ is the initial thickness of the soil and H is the change in thickness. From the phase diagram (as shown in Figure 21.1), the vertical strain can be written as:

\[\varepsilon={{\Delta e} \over {1 + {e_0}}}\]                (21.2)

where Δe is the change in volume of void (or change in void ratio) due to the removal of water from soil pores, e₀ is the initial volume of voids (or initial void ratio). The volume of solid is considered as 1. Thus, volume of voids is e (void ratio, e = volume of voids/volume of solids). The vertical settlement of the soil due to consolidation can be written as:

\[\Delta H={H_0}{{\Delta e} \over {1 + {e_0}}}\]            (21.3)

Fig. 21.1 Consolidation of saturated clay

Fig. 21.2 Phase diagram of consolidation of saturated clay

21.2 Settlement of Soil

The total settlement of the soil is the summation of three settlements (i) immediate settlement (ii) primary consolidation settlement and (iii) secondary consolidation settlement or settlement due to creep. Immediate (or elastic) settlement occurs almost immediately after the loading is applied due to the distortion of the soil without any volume change due to removal of water. The time–dependent settlement due to the removal of water from a loaded saturated soil is known as primary consolidation settlement. The primary consolidation depends on the permeability and compressibility of the soil. Some soil (such as peat or soft organic clay) shows time-dependent settlement under constant effective stress during the post primary consolidation period. The settlement during post primary consolidation period is known as secondary consolidation settlement or creep. Thus, the total settlement (S_t) can be written as:

\[{S_t}={S_i} + {S_c} + {S_s}\]                                                                        (21.3)

where S_i is the immediate settlement, S_c is the settlement due to the primary consolidation and S_s is the settlement due to the secondary consolidation. In general for granular soil, S_t = S_i.

21.3 Factors Affecting Consolidation

The following factors affect the consolidation:

• Type of soil

• Stress history

• Effective stress

21.4 Comparisons between Consolidation and Compaction

Compaction is almost an instantaneous phenomenon, whereas consolidation is a time-dependent phenomenon. In case of consolidation soil is always saturated, whereas in case of compaction soil is always unsaturated. Consolidation is the reduction of water voids, whereas compaction is the reduction of air voids. For compaction specified compaction techniques are used, whereas consolidation occurs due to application load on the soil.

 

References

Ranjan, G. and Rao, A.S.R. (2000). Basic and Applied Soil Mechanics. New Age International Publisher, New Delhi, India

PPT of Professor N. Sivakugan, JCU, Australia.

 

Suggested Readings

Ranjan, G. and Rao, A.S.R. (2000) Basic and Applied Soil Mechanics. New Age International Publisher, New Delhi, India.

Arora, K.R. (2003) Soil Mechanics and Foundation Engineering. Standard Publishers Distributors, New Delhi, India.

Murthy V.N.S (1996) A Text Book of Soil Mechanics and Foundation Engineering, UBS Publishers’ Distributors Ltd. New Delhi, India.

PPT of Professor N. Sivakugan, JCU, Australia (www.geoengineer.org/files/consol-Sivakugan.pps‎).