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# Special features and characteristics of components in contact with the ground

Basically the procedure for calculating thermal bridges in the case of components with ground contact does not differ from that for other thermal bridges. However, it is helpful if the effect of the ground on the building envelope is known, especially in terms of setting the linear thermal transmittance for the energy balance in the PHPP.

## Influence of the ground on components in contact with the ground

The thermal interactions of a building with its surroundings are very complex. This applies especially for the system “ground”. Apart from the ground itself, this system is influenced by snow, frost formation, seepage and ground water. However, only the physical characteristics of the ground are relevant for the calculation of the U and Ψ-values of components in contact with the ground, given by:

• the temperature θ of the ground.
• the thermal conductivity λ of the ground.
• the thermal capacity c of the ground

### Temperature and thermal conductivity of the ground

Heat flow through the individual components of a building is determined by the temperature difference between the inside space and the outside. In the case of components in contact with the ground, heat flow depends on the temperature field prevailing in the ground. Although this depends directly on the temperature of the outdoor air, it is also influenced by radiation exchange of the ground surface. In AkkP 27 it is suggested that on average the surface temperature is about 1 K higher than the outdoor air temperature. Thus for example, snow that falls during temperatures around freezing point initially does not remain as snow on the ground. Nonetheless, exact specification of the surface temperature is very difficult. Among other things, radiation exchange depends on the structure of the ground surface. Because the condition of the surfaces bordering the building (pathways, car parking, lawns etc.) is usually unclear during the project planning, the surface temperature can be equated with the outdoor air temperature in practice. The heat transfer resistance between the ground surface and the outdoor air is disregarded in the process ($R_{se}$ = 0). Heat follows the path of least resistance. 100 m of earth with a thermal conductivity of 2.0 W/(m•K) has a U-value of just 0.02 W/(m 2•K), so the relevant heat exchange only takes place towards the outside air. The heat flow caused by the temperature difference between the inside and the outside environment accordingly travels from the ground towards the surface through the building envelope, therefore the ground should be regarded as an additional component layer of the affected building component, the thermal conductivity of which influences the U-value of the component. However, the heat transfer resistance can no longer be determined in accordance with R = λ/d because the ground around a building does not represent a homogeneous building component layer. As a consequence, purely one-dimensional consideration is no longer sufficient. In order to take it into account despite this, special functions have been provided in the Ground worksheet of the PHPP which takes into account the insulating effect of the ground depending on the building size and the inclusive depth (similarly to the norm DIN EN ISO 13370).

### Thermal capacity of the ground

In building physics, the thermal capacity of a material is given by the specific thermal capacity c. This defines the amount of energy that is required in order to increase one kilogramme of a material by one Kelvin. This means that materials can absorb a certain amount of heat and release this again depending on the changes in the applied temperature over time. The building envelope exhibits thermal inertia depending on its mass. An exterior wall which absorbs heat throughout the day releases it again during cooler temperatures. The greater the mass of the exterior wall is, the longer the charging and discharging process will be. For most building components this time interval is relatively small. If longer time intervals are considered, such as those for the monthly method, this effect is averaged out because the number of charging phases are the same as the discharging phases. Steady-state consideration of the heat flows is therefore quite adequate. This is no longer the case for building components in contact with the ground. The following illustration shows the temperature gradient in the ground as a function of the external temperature:

The amplitudes of the sinusoidal temperature gradients clearly decline with increasing soil depth. Simultaneously, a phase shift takes place so that external air temperature peaks reach the deeper regions much later on. The amplitude peaks of 21.5 °C (on 21.07) in the test reference years shown here only has an impact 91 days later at a depth of 5 m. Here the peak temperature was still 13.1 °C on 20.10. With increasing depth, an almost constant temperature at the level of the mean annual temperature is reached. The high phase shifts no longer allow a purely steady-state consideration of the transmission heat losses for the monthly method since the charging and discharging processes may extend over several months. Heat storage in the ground and the resultant damping action and phase shifting of the ground temperature under the floor slab is therefore of significance when calculating heat losses through the ground.

In the PHPP this problem is analysed using the principle of superposition. The sinusoidal gradient of the heat flow is divided into a steady-state $L_s$ and a harmonic component $L_{pe}$. Both parts can be adjusted in the PHPP by means of a linear thermal transmittance. In contrast with $L_s$, $L_{pe}$ must be adjusted using a harmonic linear thermal transmittance which should be determined by means of a transient state simulation; however, for simplification this can also be equated with the steady-state Ψ-value.

#### Video clip of an example of a two-dimensional transient state examination of different floor slabs

This video clip shows the temperature profile under floor slab of a building for three different cases:

1. simple floor insulation, i.e. floor slab with thermal insulation underneath
2. skirt insulation, i.e. floor slab without insulation, but with a strip of insulation all around the building,
3. without insulation

The temporal course of the heat loss through the three floor slab types is shown in parallel.

Further literature on the topic of skirt insulation:

[AkkP 48] Using Passive House technology for retrofitting non-residential buildings/ Heat losses towards the ground ; Protocol Volume No. 48 of the Research Group for Cost-effective Passive Houses, 1st Edition, Passive House Institute, Darmstadt 2012 Link to PHI Publication