Abstract Calculation of the bearing capacity shallow foundations on rock masses is usually addressed either using empirical equations, analytical solutions, or numerical models. While laws are limited to particular conditions and local geology data application solutions complex by its simplified assumptions, models offer a reliable solution for task but require more computational effort. This r...

The bearing capacity of shallow foundations on soft soils can generally be estimated based Local Shear Failure (Terzaghi theory). Several researchers previously stated that the installation micro-piles failure area (slide) increase shear strength soil. This followed up by providing micro-pile reinforcement to prevent lateral soil movement. Therefore, this research was conducted medium-consisten...