i.Modifying the eventSlope stability can be increased by a variety of engineered techniques which, although expensive, enable successful control of hazardous mass movements like landslides.
1. Protective BarriersAs the slide moves downslope and larger pieces collide with each other, the block from rockfalls usually breaks up into smaller pieces. These pieces can travel a long distance due to the force of the falling rock. When the base of the mountain is removed for the roadbed, road cuts are susceptible to rockfalls and slides. Therefore, to make the roads safer for motorists, some protective barriers have been designed to catch the falling rocks. Steep slopes can be covered or sprayed with concrete to prevent rock falls.
2. Slope/Cliff PinningFunction: The cliff is pinned through the likely shear planes in the cliff. Piles, made up either of metal, plastic or wood, are used to pin the potential mass movements. In order to provide toe support, toe revetments are often built at the foot of the cliff. This can serve as an alternative to the slope managers who are especially dealing with the unstable cliff subject to frequent mass movements. It is relatively inexpensive and if the potential shear plane is effectively identified, mass movements can be minimised. The best results can be obtained if the slope manager combine the cliff pinning with the cliff-foot strategies. However, pinning can further disturb the cliff materials and at times mass movements are accelerated as the materials become less compacted with the intrusion of foreign materials. Identification of potential shear planes sometimes proves to be a difficult task.
3. Cliff/Slope modification
Function: The aim of cliff modification is to reduce the height of the cliff. This is because when the height and slope angle of the cliff are decreased then there is a reduced chance of mass movements occurring as the greater slope angle and height results in an increased shear stress. Cliff modification involves blasting the upper cliff to reduce its height and very often the blast materials are used to stablise the cliff foot as toe support. If the blasting is done with care, such as controlled blasting that does not weaken the rock structure internally, mass movements can be minimised with the reduced height. The blast materials come in handy as materials for toe support.
However, cliff modification can backfire and result in increased mass movements.
Blasting can cause instablity in the rock structure of the remaining cliff and this can accelerate slope failure.
4. Terracing (benches) and drainageSteep slopes can be made more stable through regrading the slope to lower gradient via terracing or benches. Drainage can increase shear strength of the materials by reducing the pore-water pressure. Regrading the slope can produce more stable angles.
Next, by loading the toe and retaining walls, materials deposited at the slope foot reduces the shear stress. Retaining walls can also stabilise the upper slope. Stablisation can be further enhanced through rock anchors on the the upper slope and shotcrete used to reduce infiltration into the hillside.
Lastly, for toe stablisation, the toe can be stablised by gabion and earth fill. A hazard-resistant design can also be applied.
5. Slope drainage
Function: Slope drainage is the cliff-face method of control which is most widely used for cliffs with a high clay content. Pore water pressures can be reduced by drainage lines within the cliff face, field drains, gravel trenches and by intercepting overland flow. Shallow surface drains are also used to remove water from the cliff face as well as the body of the cliff.
- This method is particularly useful in clay cliffs which are susceptible to slumping and rotational slides which are triggered by high water content in the clay.
- It also deals with the main factor of cliff-face failures-the action of water- and therefore it is the most effective way of strengthening the cliff.
- However, this method might alter the cliff hydrology if successful and impact the ecology and land uses of the cliff top.
- Successful drainage schemes may also result in subsidence of cliff-top land as the cliff dries out.