I would like some guidance for permanent erosion control measures for an existing rocky slope at an inclination of 2H:1V. The maximum slope height is 25 feet. Parallel horizontal benches are not feasible due to site constraints. Slope is a structural fill slope built with a rocky fill...
Does anyone have information on the permeability of Aggregate Base Course Stone? We are in the process of running a constant head test for a specimen set up at 95 percent of Standard Proctor compaction. Any information would be helpful. Thanks.
I am a principal at a civil engineering firm where we provide civil design, geotechnical, environmental, surveying and construction materials testing services. Currently, we are seeking to add retaining wall design to our services. I am looking for recommendations on modular block retaining...
I welcome feedback on the following issue:
I am geotechnical engineer investigating foundation alternatives for a site in Charlotte, NC. It will be a 30 story high rise structure. Gravity loads range from 600 kips to 6000 kips; lateral loads range from 10 kips to 190 kips; uplift loads range...
