A warning for those building foundations on rocky soil

A foundation on rocky soil provides a reliable foundation for a structure of any weight. For construction, it's important to select the most optimal type of supporting structure.

Rocky soils are quite common in Russia. These rocks are composed of crystals bound together by a rigid structure. This type of soil has high load-bearing capacity. These rocks are virtually indeformable and can withstand pressures of 120 MPa. All of these factors make them ideal for construction.

Rocky soil has the following properties:

        does not freeze;

        does not compress;

        is not subject to frost heave;

        can withstand significant loads.

This type of rock is suitable for various types of foundations. However, it is still better to avoid installing piles.

Foundation designs on rocky soil can be very simple. For example, a shallow strip foundation. Any type of support can support the heavy weight of the structure, since the rock itself becomes the foundation.

A shallow columnar foundation on rock is considered the optimal option. The columns are installed in drilled holes. To increase the strength of the structure, an extension is added at the end of the support. When building on solid rock, deep foundations are not required, since the rock itself provides good load-bearing capacity.

The structure is connected by a grillage. The resulting foundation is reliable and stable. Its advantages include low costs and quick construction.

Other types of foundations are also built on rocky soil:

        recessed strip foundation. This type of foundation is created if its boundaries are not on solid rock. In this case, excavation work involves excavating soil to a depth of approximately 70 centimeters. Next, the site is leveled, trenches are dug, a sand cushion is laid, and waterproofing is applied. Formwork is installed on the prepared foundation, a reinforced belt is created, and concrete is poured.

        shallow strip foundation. For this type of foundation, a 30-centimeter-deep excavation pit is sufficient. A sand cushion is not required. On level ground, a reinforced belt is not required. This type of foundation is more economical.

        slab foundation. When constructing this type of foundation, there are many factors that increase the cost of construction and make this project too expensive.

More economical options are common. In many cases, a shallow structure is built on rock. This type of foundation is reliable. It is protected from destruction by the strength of the rock itself, which also has undeniable advantages such as water resistance and durability. The rock becomes a natural support for the house built on it.

However, there are also disadvantages. Drainage systems and utility lines are difficult to install on rocky soil. Rocky soil is typically found in seismically active zones. Strengthening the foundation to protect it from tremors requires additional interventions. Therefore, holes are drilled in the rock. Fasteners are installed into these holes, to which a reinforced belt is attached.

The difficulties of working on such soils determine the specific nature of building houses on cliffs. Conventional tools are insufficient for this type of construction, requiring the use of specialized equipment. This increases the cost of construction.

Types of Rock Soil

Rocky soil is primarily found in mountainous areas, forming as a result of the disintegration of rock masses. However, it is also present on plains. In these areas, the rock is located beneath sedimentary masses at some depth.

The following types of soil exist:

        igneous (granite, diorite, andesite);

        slate, quartzite, gneiss, marble, and iron ore, which are of metamorphic origin;

        cemented sedimentary masses (conglomerate, sandstone);

        marl, gypsum.

The bearing capacity of such rocks is assessed by the compressive strength of the soil in a saturated state. Important characteristics include solubility, weatherability, and softening coefficient. These determine the bearing capacity. These parameters are also taken into account during structural design and the justification for the use of specialized equipment.

When constructing a foundation, the geological and physical properties of the rock are taken into account. Many types can support 50 tons of load per square meter. Columnar, strip, and slab foundations are suitable for them.

Piles are not recommended for forming foundations on rocky soils. The following are reasons why this should not be done:

        the process of screwing them into rocky soil is too difficult. Rocks encountered along the way prevent the screwed-in support from freely driving to the required depth;

        high risk of pile column deformation. The pile can bend when hitting a large rock. The soil may be quite soft;

        in rocky soil, blade breakage, corrosion protection coating, and welds may be damaged. Such risks reduce the load-bearing capacity and strength of the foundation;

        natural weathering of dispersed soils. Such rocks prevent the pile tip from properly strengthening.

Comments