“…These models typically assume that uplift occurs via elastic bending, and sometimes failure, of the overburden, causing forced folding and fracturing due to the intrusion. However, field observations, seismic studies, and recent 3D laboratory models show that substantial synemplacement inelastic (elastoplastic) deformation, such as local compaction and fluidization, can also affect the growth of these domes (e.g., Cosgrove and Hillier, 1999;Hansen and Cartwright, 2006;Schofield et al, 2010Schofield et al, , 2012aSchofield et al, , 2014Magee et al, 2013). In addition to the synemplacement mechanisms, seismic data indicate that postemplacement differential compaction may also play a role in forming or modifying dome structures above sills (e.g., Einsele et al, 1980;Cosgrove and Hillier, 1999;Hansen and Cartwright, 2006;Agirrezabala, 2015).…”