Metoda sprężysta według JGJ 120-2012
This method is used for analysis of pa or p0 (it´s defined in the " " frame).and it´s based on the JGJ 120-2012 (Technical specification for retaining and protection of building foundation excavations). In principle, this theory is similar to calculation according to the , the difference is in consideration of . The following figure shows that behind the wall (outside of the foundation pit) acts
In front of the wall there are considered springs (defined by using the), which models reaction of the soil in a horizontal direction. In case of the attainment of ultimate pressures a limiting of the size of springs is the same as for .
Principle of spring method acording to JGJ 120-2012 for solution of sheeting structures - (a) non-anchored structure, (b) anchored or strutted structure
JGJ 120-2012 (Technical specification for retaining and protection of building foundation excavations).