What is Pore Water Pressure | Civil Engineering Optional Notes for UPSC PDF Download

Pore Water Pressure

Pore water pressure is the pressure of groundwater held between soil or rocks in the gaps (or ‘pores’) between particles. It is affected by the soil type, water flow conditions and level of the water table. Pore pressure is important in geotechnical engineering as it influences soil behaviour, including its shear strength.

Effective stress, negative pore pressure and suction

Ground movement and soil slope instability can be caused by changes in total stress and also by changes in pore pressure, such as after rainfall, when pore pressure can increase.

• The difference between total stress and pore pressure is the ‘effective stress’, which controls soil behaviour, such as shear strength, compression and deformation. Effective stress is therefore a measure of how much load a soil can carry.
• Below the water table, pore pressure is positive; in dry soils and at the level of the water table, pore pressure is zero; above the water table, soil can remain saturated due to capillary rise but with negative pore pressure (suction). Higher still, the soil becomes partially saturated and suction continues to increase since water molecules are attracted to soil particles and generate surface tension between them. This draws the particles together, giving the soil strength.
• A good example of this is wet sand in a sandcastle. The sand will remain damp in the short term due to suction, which increases effective stress and holds the sand grains together. However, over time, as the sand dries, suction is lost and the sandcastle will collapse. It will also collapse if more water is added, as pore pressure will increase and effective stress will reduce, causing a loss of strength.

The importance of drainage in reinforced clay fill

• It is very important to consider negative pore pressure when designing earthworks, including reinforced soil structures, particularly when using well-compacted clay fill.
• Clay fill compacted to a normal earthworks specification is likely to have negative pore pressure up to considerable heights. Pore pressures are only likely to become positive at the base of very high structures (more than 10m to 15m high), or at lower heights, if the clay was wet and therefore soft during placement.
• Suction is typically ignored in design and so provides an additional margin against failure or poor performance of the structure. As a result, it is a good idea to maintain suction in the long term.
• This means incorporating drainage to prevent the clay fill coming into prolonged contact with free water, which would otherwise saturate it. If the clay fill were to become saturated with water, its pore water pressure would increase, reducing the effective stress and resulting in a loss of strength (potentially leading to failure).
• Internal slope drainage must let water drain out and must not let water in. It should be designed to intercept groundwater flow and be free-draining, allowing water to drain out easily and staying ‘dry’ most of the time. It should also not ‘daylight’ at the upper surface of the structure, preventing run-off from flowing into the fill (run-off should be handled by surface water drains, to avoid ponding).
• Any movement of a soil structure has the potential to disrupt, or even reverse, the fall of a drain, which could result in water flowing back in – something worth considering when specifying maintenance regimes.

Designing drainage in geosynthetic-reinforced soil slopes

Geosynthetics are used in reinforced soil slopes using clay fill and, in some cases, reinforcement layers incorporate a geotextile drainage fabric, designed to reduce excess pore water pressure.

However, while this may be useful in very wet fill, in the more common situation where clay is compacted to normal earthworks specification, any regularly spaced fine drainage layers could actually allow water to penetrate well into the fill. This could increase pore pressure, causing swelling and softening, so is best avoided.
It is far better to incorporate internal drainage behind geogrid reinforcement. This will intercept groundwater flow and, when combined with adequate surface water drains to collect run-off, can reduce the risk of slope failure.

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