Fine Maintenance
Get unlimited
support and updates
for your programs!
» More about Fine Maintenance
On-line contextual Help
/
Cantilever Wall
Providing a structure with a cantilever jump (foundation slab of cantilever wall, modification for reduction of earth pressures) is considered when computing earth pressures it is possible to compute earth pressures acting either on the real back of structure with the inputted angle of friction δ ≤ 2/3φ or on an alternate back of structure. The alternate back of sheeting structure replaces the real broken one by a slip plane passing from the upper point of the back of wall towards the outer upper point of the jump and forms an earth wedge – see figure. A fully mobilized angle of friction δ = φ is assumed along this plane. The weight of earth wedge created under this alternate back further contributes to loading applied to the structure. To introduce the alternate back of structure into the analysis it is necessary to select in the program GEO5 Earth pressures the option "Consider developing of earth-pressure wedge". In other programs the earth wedge is introduced automatically.
Calculation with and without earth–pressure wedge
Determination of earth–pressure wedge in case of active earth pressure
The slip plane of the earth–pressure wedge is inclined from the horizontal line by angle υa given by:
| where: | φ | - | angle of internal friction of soil |
| β | - | slope inclination | |
| δ | - | angle of friction structure - soil | |
| γ | - | unit weight of soil | |
| α | - | back face inclination of the structure | |
| h | - | height of earth wedge |
The shape of the earth wedge in the layered subsoil is determined such that for individual layers of soil above the wall foundation the program computes the angle υa, which then serves to determine the angle υas. Next, the program determines an intersection of the line drawn under the angle υas from the upper right point of the foundation block with the next layer. The procedure continues by drawing another line starting from the previously determined intersection and inclined by the angle υas. The procedure is terminated when the line intersects the terrain or wall surface, respectively. The wedge shape is further assumed in the form of triangle (intersection with wall) or rectangle (intersection with terrain).
Company Fine develops structural engineering software with main focus on geotechnical software and structural engineering analyses.
Společnost Fine se zabývá vývojem stavebního software, zejména programů na statické výpočty, zakládání staveb a geotechniku.
Компания Fine занимается разработкой строительного программного обеспечения, особенно программ для расчета статики и геотехнических программ.
Fine es una compañía que desarrolla y suministra programas de ingeniería civil especializada en programas geotécnicos y de estructuras.
A Fine építőmérnöki szoftvereket fejleszt, elsősorban statikai és geotechnikai programokat.
Η εταιρεία Fine αναπτύσσει λογισμικό για πολιτικούς μηχανικούς και ειδικά για γεωτεχνικά θέματα και δομοστατικά θέματα.