Projects
Shear Wave Velocity Test
In order to determine the Site Class for this project in Santo Domingo, we performed the shear wave velocity test (VS30).
Shear Wave Velocity Test
In order to determine the Site Class for this project in Santo Domingo, we performed the shear wave velocity test (VS30).
Soft Clays
Recently we worked on the geotechnical exploration for a proposed 20 story high-rise. Borings detected very soft to soft clays in the top 10 m. It is mandatory to know...
Soft Clays
Recently we worked on the geotechnical exploration for a proposed 20 story high-rise. Borings detected very soft to soft clays in the top 10 m. It is mandatory to know...
30-Story High Rise with 5 Underground Levels
A few weeks ago we performed the geotechnical investigation for a 30-story high rise with 5 underground levels in the city of Santo Domingo. The SOW included borings between 50...
30-Story High Rise with 5 Underground Levels
A few weeks ago we performed the geotechnical investigation for a 30-story high rise with 5 underground levels in the city of Santo Domingo. The SOW included borings between 50...
Solar Farm in Jamaica
Recently we were involved with a geotechnnical exploration for a solar farm located west of Jamaica. The solar farm suffered damages due to Hurricane Melissa in 2025. The exploration included...
Solar Farm in Jamaica
Recently we were involved with a geotechnnical exploration for a solar farm located west of Jamaica. The solar farm suffered damages due to Hurricane Melissa in 2025. The exploration included...
Borings up to 55 m Deep
Geotechnical investigation for a proposed 28-story high-rise with 4 parking levels below ground in the city of Santo Domingo. The geotechnical campaign included borings up to 55 m deep.
Borings up to 55 m Deep
Geotechnical investigation for a proposed 28-story high-rise with 4 parking levels below ground in the city of Santo Domingo. The geotechnical campaign included borings up to 55 m deep.
Proposed Bridge Replacement
Geotechnical exploration for a proposed bridge replacement. Borings were performed up to 50 m deep. Subsoils consisted of very soft clays, mostly. The geotechnical investigation is paramount for the execution...
Proposed Bridge Replacement
Geotechnical exploration for a proposed bridge replacement. Borings were performed up to 50 m deep. Subsoils consisted of very soft clays, mostly. The geotechnical investigation is paramount for the execution...