1. Identification of Soft Soil Zone
The first step involves geotechnical investigation to identify soil layers with low permeability and high water content. Such soils—commonly soft clays, silts, or reclaimed land—have very slow natural drainage, making them unsuitable for immediate construction.
PVDs are installed to improve these soil conditions before development begins.
2. Installation of PVD into the Ground
Maruti PVDs are installed vertically using a specialized installation rig equipped with a steel mandrel.
The process involves:
- Positioning the installation rig according to the design grid pattern
- Driving the steel mandrel into the soil to the required depth
- Inserting the PVD strip inside the mandrel
- Withdrawing the mandrel while leaving the PVD in place
Typical installation depths range between 10 meters and 25 meters, depending on soil conditions and project requirements.
The drains are arranged in a systematic grid pattern across the site to ensure uniform consolidation.
3. Application of Preload or Surcharge Load
After installation, a temporary surcharge load is applied to the ground surface.
This is usually done by placing:
- Sand fill
- Soil embankments
- Temporary loading materials
The surcharge simulates the weight of the future structure, creating vertical stress in the soil. This pressure forces pore water trapped within the soil to move toward the nearest drainage path.
4. Drainage of Pore Water through the PVD System
As pressure increases, water begins to migrate through the soil toward the PVD drains.
The drainage process works as follows:
- Water enters through the geotextile filter jacket.
- Soil particles are retained by the filter fabric.
- Water flows into the longitudinal channels of the plastic core.
- The water moves vertically upward through the drain.
- It eventually exits into a surface drainage layer or sand blanket.
Because the drainage path becomes much shorter compared to natural soil drainage, water escapes much faster.
5. Soil Settlement and Strength Development
As water drains from the soil, the following processes occur:
- Excess pore water pressure decreases
- Soil particles move closer together
- Soil density increases
- Shear strength improves
- Ground settlement stabilizes
This process is known as soil consolidation. Using PVD systems, consolidation that would normally take 5–20 years can be achieved in a few months.
6. Ground Ready for Construction
Once the desired level of consolidation and settlement is achieved, the surcharge load can be removed.
At this stage:
- Soil strength has significantly improved
- Long-term settlement risks are minimized
- The ground becomes stable enough to support structures
The site is now ready for construction of infrastructure or industrial facilities.
















