The dynamic response and performance of earth retaining structures has traditionally been measured by testing small physical models, which have yielded valuable information but represent a compromise with respect to field structures. What is needed for... (more)

The dynamic response and performance of earth retaining structures has traditionally been measured by testing small physical models, which have yielded valuable information but represent a compromise with respect to field structures. What is needed for a better understanding of the earthquake performance of soil retaining walls is full-scale testing. The objective of the project is to perform a unique experimental investigation of the earthquake performance of full-scale (10 m) reinforced soil retaining walls constructed using realistic materials and methods. Considering that these walls will be several times taller than for any previous research, a key focus of the proposed work will be the influence of wall height on overall system response and distribution of dynamic forces in soil reinforcement. Other focus areas will be dynamic earth pressure on the back of the wall, effects of dynamic loading on load transfer mechanisms between soil and reinforcing elements, and permanent wall deformations after dynamic loading.

The proposed tests will be conducted using the NEES@ UCSD large high performance outdoor shake table (LHPOST). One or more full-scale (10 m) retaining walls will be tested on the LHPOST. These walls will be constructed using realistic soil types, compaction methods, reinforcement, and facing elements. In order to conduct these full-scale tests, a unique large soil confinement box will be designed and constructed. The box will measure 6 m × 12 m × 10 m high and will closely approximate plane-strain test conditions. The rear boundary condition for the box can take three configurations: rigid back boundary, energy absorbing back boundary and a unique stress-controlled/free-displacement back boundary. In addition to retaining walls, the soil confinement box will have many additional future applications including soil levees, unreinforced and reinforced soil slopes, landfill cover systems, and bridge abutments.

The intellectual merit of this project has the potential to transform the way in which reinforced soil retaining walls are designed in earthquake engineering practice. Lessons learned from this testing are expected to lead to more rational seismic design procedures, which in turn are expected to reduce the seismic risk for this important component of our national and global civil infrastructure.

It is expected that, once constructed, the proposed soil confinement box will provide extensive broader impacts to the geotechnical earthquake engineering research and professional communities. (hide)

No files available

No files available

Project images not available.