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Application of Vacuum Consolidation for the Improvement of Tunis Soft Soil,pore pressure close to cell border. The normalized excess pore pressure for preload decreases when the applied preload increases and then increases quasi-linearly with the increase of horizontal distance between transducers to geodrain. While, the normalized excess pore pressure for vacuum pressure

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Numerical and Experimental Studies of Sand-Clay Interface,s produced and the resistance to shearing is defined as the shear resistance. The frictional resistance is, however, determined on an existing joint surface. The frictional behavior at the soil – other materials interface is usually and commonly obtained from direct shear tests. A numerical modellin

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Numerical Analysis on the Performance of Fibre Reinforced Load Transfer Platform and Deep Mixing Co, surface settlement versus horizontal distance from the centreline of embankment, settlement with depth, and variations of excess pore water pressure, which have been analysed and discussed in detail. The findings of this numerical analysis indicate that the FRLTP and DCM columns supported embankme

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Ground Improvement and Earth Structures978-3-319-63889-8Series ISSN 2366-3405 Series E-ISSN 2366-3413

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,Toilettes et soutien périnéal, of cement and sand reduces the shrinkage slightly better than when only cement is added. The durability was evaluated by conducting series of wetting-drying cycle tests. The study shows that the durability of earth material can be improved by cement and lime stabilizers.

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