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Soil-cement deep mixing (DM) columns combined with geosynthetic basal reinforcement are an accepted technique in geotechnical engineering to construct road and railway embankments over soft foundations.
Large vertical cylindrical steel tanks constructed on soft foundations may bring forth various types of settlement, which is well known as the uniform settlement, the planar tilt and the differential settlement.
Large vertical cylindrical steel tanks for bulk and fluid storage are usually constructed in soft foundations, so it is not surprising that tank foundations are susceptible to various types of settlement beneath the tank wall, which is usually decomposed as a Fourier series in harmonics.
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But in a deal involving the transfer of air rights to the new tower, the developer, Place Vendome Realty, has agreed to reinforce the structure's soft foundation and rotting support beams.
Its design was accompanied by very short deadlines and a deep layer of soft foundation soil.
Actually, the performance of a rigid wall system on moderate and soft foundation strata has not been fully explored [5].
Wind turbines mounted on floating platforms are subjected to completely different and soft foundation properties, rather than onshore wind turbines.
Three-dimensional finite element analysis model was built by the quasi-static force method based on reconnaissance data of dynamic compaction in soft foundation.
It has been proven that the system provides advantages, including increasing the bearing capacity of the soft foundation soils and reducing the settlement of the embankment.
The paper also examines the influence of the soft foundation soil modulus, reinforcement tensile stiffness, and DM column modulus on the reinforcement tensile loads.
Results show that the method of combining LS-SVM and MC simulation is applicable to the reliability analysis of soft foundation settlement.
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