Post-preload undrained uniaxial capacities of skirted circular foundations in clay
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DOI: 10.1016/j.oceaneng.2017.10.029
Abstract: Abstract Improvement of the undrained capacities of foundation as a result of preloading, has received attention in offshore engineering only recently. It offers the benefit of optimising foundation design and reducing footprint and cost. This… read more here.
Keywords: skirted circular; undrained uniaxial; circular foundations; post preload ... See more keywords
Behaviour of geocell–geogrid reinforced foundations on clay subgrades of varying strengths
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DOI: 10.1680/jphmg.17.00013
Abstract: This paper reports a laboratory model investigation performed on circular footing rested on geocell–geogrid reinforced foundations of different configurations. The model foundations comprised of ge... read more here.
Keywords: clay subgrades; geocell geogrid; behaviour geocell; geogrid reinforced ... See more keywords