Ground Investigation

At Streval, we have a great amount of experience working in ground investigation. We work closely with our structural engineers to help our clients understand or analyse the ground in order to confirm whether changes to the loading of the ground bearing slab can be undertaken safely. Ground investigation is a hugely important step in the development process. For developers, ground investigation allows for critical information to be obtained which indicates whether designs can be developed and brought to life. Ground assessment also helps to identify potential risks and prevents development on hazardous ground. We can work closely with the client to understand their requirements. This way, expectations can not only be met but, hopefully, exceeded. Our ground investigation services are headed by an experienced and knowledgeable team of surveyors, assessors and engineers. 

Soil Investigation

When completing soil investigation our team relies on a number of methods, some of which include: plate load testing, California bearing ratio testing (CBRs), shear vane tests or dynamic cone penetrometer. We understand the importance of soil investigation and ground investigation, so we ensure our methods incorporate the latest technology and relevant knowledge. We continually look to develop our knowledge about our field, and this is no different for soil investigation. In order for construction projects to take place, an accurate summary of the ground conditions is absolutely vital. This helps developers actualise designs in the safest and quickest way possible. If a client enlists our help to complete soil investigation and ground investigation, we will use every resource available to us to ensure we give you a comprehensive and accurate assessment of the ground. For more information on our ground investigation and soil investigation services, contact us today. One of our team will get back to you at the earliest available opportunity, and will be happy to discuss your project ambitions in greater depth.