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Significantly, the law applies to alterations that enlarge the area of an existing building and require new or reinforced foundations.
The whole numerical procedure is applied on one classical geotechnical problem: the ultimate bearing capacity of stone column reinforced foundations.
The results indicated the capability of rammed aggregate piers technique in reinforcing foundations under dynamic vertical loading.
The progressive failure and localized deformation of reinforced foundations are discussed on the basis of the microscopic observation and the analyzed results.
The objective of this paper is to investigate the behaviors of progressive failures of reinforced foundations and to establish a valid quantitative design method based on the failure mechanism.
The static lateral bearing capacity and seismic performance of reinforced foundations were investigated, and the following factors were considered: (1) the conditions of the caisson/SPSP reinforcement footing connection; (2) the caisson/SPSP flexural rigidity ratio; and (3) the pile length.
The simulated results showed the reinforced foundations and underground structures around the deep excavation could effectively decrease nearby displacements.
Some reinforcement measures have been adopted accordingly, and the stability of the reinforced foundation is further studied in another model test.
Guiding a visitor through the building, he pointed to improvements like the newly reinforced foundation and new utility lines, windows and brickwork.
Dynamic compaction method reinforced foundation and has advantages in civil engineering: obvious effect, simple equipment, construction is convenient, economy and easy, etc.
The paper concludes with a first illustrative implementation of the method on the derivation of an upper bound estimate for the ultimate bearing capacity of a stone column reinforced foundation.
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