Cement Fly ash and Gravel Piles are modern soil improvement techniques widely used in China for infrastructure development. It significantly impacts the fundamental characteristics of load-carrying capacities and deformation. The cement fly ash and gravel (CFG) piles are located on highways, railway embankments, essential projects, and problematic soil. These are often subjected to high risk of external load like flooding, seismic, etc. In such a case, foundation design can be governed by a required lateral resistance. The present study is based on the deformation behaviour of a CFG pile subjected to axial, lateral, and combined loading in soft clay. Numerical analysis using Plaxis 3D on a CFG pile with various influencing parameters soil condition, diameters, length, length to diameter ratio, and pile head loading condition to observe its effect. Overall, the pile study found variations in initial stress level, pile type, and pile head constraint. Still, these were minor compared to the impact of soil behaviour and mobility. The soil models varied stiffness and strength properties. The effects originating from the boundary conditions used were responsible for significantly decreasing lateral resistance for inner CFG piles under the active and passive loading.
The Cement Fly Ash and Gravel (CFG) Pile and Encased Stone Column (ESC) are the ground improvement techniques. The main object of the study is to the numerical analysis of the Both techniques pile group were used to support the Embankment with and without the geotextile both techniques composite foundation by the Finite Element method under static and dynamic load analysis. Numerical simulation has been carried out in Plaxis 3D. A case study from china’s highspeed embankment supported by CFG and ESC have investigated the load caring capacity by soil and pile. While the failure behaviors, settlement, excess pore pressure, and lateral behavior with variable embankment loading and number of geosynthetic effect moreover, the diameter of CFG piles and ESC at various locations in an embankment has been varied to study its influence on the load distribution among the CFG piles/ESC and lateral load displacement of the pile group. The results show that increasing the diameter of both techniques reduced the total settlement and differential settlement of embankment. It observed that the seismic load has a significant effect on the vertical and lateral displacement.
A CFG Cement, Fly-ash and Gravel piles are one of the most popular approaches in geotechnical engineering for load transfer in soft soil and ground improvement in railway, road embankment, high rise building. Its behaviors are like as semi-rigid types of the pile. The analysis and computation of ultimate axial compression load and lateral load in soft soil experiments were conducted in a laboratory to obtaining the response of a single CFG pile. The experimental model of CFG pile is made up of cement fly ash and gravel cast in situ types ascertained using physical scaling fundamental, based on material size, properties, a grade of Mix and prototype of pile foundation. Moreover, the in-situ bored CFG piles have been cast in 70 mm and 100 mm external diameters for Laboratory tests. Hence the different CFG pile lengths are considered for variable L/D ratios. All the experiments were performed on soft clay under independent axial compression and lateral load test; it is also to investigate the combined effect of axial compression and lateral load. It has been observed that the behavior of CFG piles under independent individual loading is significantly different when compared with combined loading. It also derives the relationship between the ultimate load in axial compression and lateral loading as well as in the combined effect of loading. It observed that the ratio of ultimate lateral load and axial load in individual to combined loading are significantly increasing. However, the CFG pile vertical deflection/Lateral displacement at considering with its safe factor of lateral load/axial compression was increasing effectively. In addition to determining the safe axial load / lateral load that has been considering in the present study may be required for design limiting displacement/deflection failure criteria of the CFG pile effectively under combined load. It is noted that the CFG pile imposition with combined loading can substantially improve the soil properties and can lead to the economy in the design of foundations.
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