Soil Pre-compression is one of the ground improvement technique which compresses the ground under an applied pressure before placing or completing the structural load. Pre-compression is performed in following two ways:
- Ground precompression is achieved by pre-loading, which requires placement and removal of earth, water, or some other dead load, before construction, similar in weight to the final load
- Surcharging is where the stress intensity from the pre-loading is greater than the intensity from the final loading.
Ground Improvement with Soil Pre-Compression
Pre-compression of ground is used to induce settlements that have three recognizable phases: immediate, primary consolidation and secondary consolidation (or creep). In a loose fill with large voids, the potential for immediate settlement can be a very high proportion.
Pre-loading and surcharging Soil
Pre-loading soil & surcharging usually involve placing an earth fill over quite a large area or over several areas within one site. For full economy, the fill should be reused. Materials which are used to form the load can be earth-fill or rock-fill, water or any other easily transportable and available bulk fill. Once the settlement under the pre load is completed, the preload is removed is removed and the construction of the structure is started.
By the use of vertical sand drains the consolidation process can be increased which reduces the time of pre loading. In general the area of the final structure is less than the preloading area because the stresses produced at any depth in the foundation soil are uniform. It should be equal or greater than the final stress produced at that location.
During the pre-compression method, control over the following aspects is necessary:
- The rate of filling
- Over pore pressure responses in the foundation soils
- Lateral movements in the foundation may all be necessary
Limitations of Pre-loading & Surcharging:
- insufficient time available to achieve the required compression or pore-pressure dissipation
- Excessive lateral deformation of the pre-compression fill, often because of the transmission of high pore pressure
- Inadequate factor of safety against shear failure when the structure is complete. It is essential to check stability at this stage.
- Post-construction settlements may be greater than expected.
Hence for these reasons, the ground investigation has to be very thorough and a field trial loading is essential. The main constraint for saturated clay soils is the available time. When loose, open textured fills are pre-compressed, a great deal of the settlement takes place very quickly, and the available time should not be a constraint. The pre-compression fill should either be free draining or a drainage layer is placed first if it’s on an impermeable ground. It should be noted that loose, clean sands are not densified very much by pre-compression.
One of the best merits of this technique is that it is almost free of noise and vibration problems that are faced in other technique. Hence it is preferred in those places where environmental restrictions are involved.