Soil-structure interaction

Ground–structure interaction (SSI) consists of the interaction between soil (ground) and a structure built upon it. It is primarily an exchange of mutual stress, whereby the movement of the ground-structure system is influenced by both the type of ground and the type of structure. This is especially applicable to areas of seismic activity. Various combinations of soil and structure can either amplify or diminish movement and subsequent damage. A building on stiff ground rather than deformable ground will tend to suffer greater damage. A second interaction effect, tied to mechanical properties of soil, is the sinking of foundations, worsened by a seismic event. This phenomenon is called soil liquefaction.

Most of the civil engineering structures involve some type of structural element with direct contact with ground. When the external forces, such as earthquakes, act on these systems, neither the structural displacements nor the ground displacements, are independent of each other. The process in which the response of the soil influences the motion of the structure and the motion of the structure influences the response of the soil is termed as soil-structure interaction (SSI).[1]

Conventional structural design methods neglect the SSI effects. Neglecting SSI is reasonable for light structures in relatively stiff soil such as low rise buildings and simple rigid retaining walls. The effect of SSI, however, becomes prominent for heavy structures resting on relatively soft soils for example nuclear power plants, high-rise buildings and elevated-highways on soft soil.[2]

Damage sustained in recent earthquakes, such as the 1995 Kobe earthquake, have also highlighted that the seismic behavior of a structure is highly influenced not only by the response of the superstructure, but also by the response of the foundation and the ground as well.[3] Hence, the modern seismic design codes, such as Standard Specifications for Concrete Structures: Seismic Performance Verification JSCE 2005 [4] stipulate that the response analysis should be conducted by taking into consideration a whole structural system including superstructure, foundation and ground.

  1. ^ Tuladhar, R., Maki, T., Mutsuyoshi, H. (2008). Cyclic behavior of laterally loaded concrete piles embedded into cohesive soil, Earthquake Engineering & Structural Dynamics, Vol. 37 (1), pp. 43-59
  2. ^ Wolf, J. P. (1985). Dynamic Soil-Structure Interaction. Prentice-Hall, Inc., Englewood Cliffs, New Jersey
  3. ^ Mylonakis, G., Gazetas, G., Nikolaou, S., and Michaelides, O. (2000b). The Role of Soil on the Collapse of 18 Piers of the Hanshin Expressway in the Kobe Earthquake, Proceedings of 12th World Conference on Earthquake Engineering, New Zealand, Paper No. 1074
  4. ^ Japan Society of Civil Engineers. Standard Specifications for Concrete Structures – 2002: Seismic Performance Verification. JSCE Guidelines for Concrete No. 5, 2005