A portal framed industrial unit is proposed on a Coal Mining Legacy site within an existing industrial estate. The Client had obtained planning permission for the proposed development, but the Local Planning Authority imposed a number of ground related planning conditions. Previous trial pitting had allowed a preliminary layout to be progressed, however cost, design and regulatory uncertainty remained for the Client and development team.
The site had historically been developed as a mine with associated railway land and spoil heaps (see historical map) and later levelled to create a development platform with the on-site river channel infilled and displaced to the south. A capped shaft associated with the former mine was present in the north portion and this had potentially significant implications for the development due to associated risks. We assessed the risk from shallow mine working to be low during the previous investigation (see our comprehensive coal mining risk assessment services), with the mine workings located at significant depth.
We were engaged to enable finalisation of the development design, discharge regulatory requirements and to provide reduced uncertainty for construction phase cost proposals. A robust investigation strategy was developed with the project team. Information requirements were reviewed based on emerging conditions.
Targeted site investigations near the mine shaft and elsewhere identified variable thicknesses of Made Ground, Glaciofluvial Deposits and Coal Measures bedrock. The Made Ground increased in thickness towards the historic river channel and areas of former infrastructure (e.g. railway cutting). The bedrock profile also increased in depth from north to south due erosion; critical to inform piling depths for the main building and ancillary structures. Due to the thick Made Ground and proposed heavily loaded floor slabs, consideration of vibro-replacement to provide additional support and consistent performance across the slab footprint was recommended.
A mine shaft cap was located, therefore the layout and design needed to consider stability implications and restrict loads that might translate to the shaft lining or cause the bearing capacity failure of the superficial deposits. When assessing the potential for surface subsidence which the failure of a shaft can cause, it is important to estimate potential lateral extents of collapse zones; the surface crater can be many times the shaft diameter.
To calculate the potential collapse zone, the depth to bedrock and the weighted angle of shearing resistance for the strata present is needed. Based on site specific parameters, a potential collapse zone around the shaft was estimated.
Mitigation options include shaft specific measures (e.g. anchored geosynthetic, drill and grouting and installing a new reinforced concrete cap at rockhead in accordance with contemporary standards) as well as management strategies for external areas. Consideration of the estimated risk zones require consideration as part of the finalisation of the design of the foundations in the vicinity. The use of piles around the feature would reduce associated risks for buildings on this Coal Mining Legacy project.
Speak to Us Today
Get in touch with our team via our email, enquiries@earthsciencepartnership.com or phone number, 02920 813385 and we’ll be very happy to help with and discuss any geotechnical engineering project requirements you may have.
For a full list of all ESP capabilities, please click here.
