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Behavior of a pile group (3.3) subjected to lateral loading

Behavior of a pile group (3.3) subjected to lateral loading

On the spacing of 2d to 4d, the piles worked in group but they work also differently. It shows that the increase of piles diameter allows both an increase the stiffening and a decrease the horizontal displacements but not systematically induces a decrease of the internal forces. Keywords: Interaction, Soil, Structure, Group of piles, Lateral load, FEM, Plaxis 3D Comportement d’un groupe de ...

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SOIL-PILE-STRUCTURE INTERACTION - Geotechnical

SOIL-PILE-STRUCTURE INTERACTION - Geotechnical

• Dynamic Group Pile Effects – from scaled testing (Lok (1999) • Effect of liquefaction was only considered in the saturated foundation soils. However, the impact on the embankment was considered. • These different geotechnical components were assembled around the structure to simulate dynamic behavior. Other Considerations SPSI - 28

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Behavior of a pile group (3.3) subjected to lateral loading

Behavior of a pile group (3.3) subjected to lateral loading

Behavior of a pile group (3.3) subjected to lateral loading L.H. Chekroun1, N. Boumechra2, A. Djedid3 1 Département de Génie Civil, Faculté de Technologie, Université de Tlemcen, Algérie. 2 Laboratoire de recherche EOLE, Département de Génie Civil, Faculté de Technologie, Université de Tlemcen, Algérie.

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Experimental investigation of the behavior of pile groups ...

Experimental investigation of the behavior of pile groups ...

2.3. MODEL PILES The model piles used in this study were smooth steel piles having a diameter of 25 mm and a length of 550 mm. Five different configurations of the pile groups

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MECHANICS OF PILE CAP AND PILE GROUP BEHAVIOR

MECHANICS OF PILE CAP AND PILE GROUP BEHAVIOR

because it is not dependent on the pile size. The behavior of a single pile can be analyzed using the equation of an elastic beam supported on an elastic foundation (Hetenyi 1946), which is represented by the 4th order differential beam bending equation: 0 2 2 4 4 + + E y = dx d y Q dx d y E p I p s Equation 2.3

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DYNAMIC BEHAVIOR OF PILE GROUP MODEL IN TWO LAYER SANDY ...

DYNAMIC BEHAVIOR OF PILE GROUP MODEL IN TWO LAYER SANDY ...

Brown et al. (1988) carried out a study to determine lateral load behavior of pile group in sand. A full-scale test was conducted on a 3x3 pile group in medium sand underlain by very stiff clay. The pile group was spaced at 3D on centers. Both pile group and a single isolated pile were subjected to two-way cyclic lateral loading. It was concluded that the pile group “was observed to deflect ...

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To Study Behavior of Pile in Liquefaction of Soil Using Ansys

To Study Behavior of Pile in Liquefaction of Soil Using Ansys

Aim - To study behavior of pile in liquefaction of soil and its analysis using ANSYS software. Objectives- To study finite element modeling of pile foundation considering soil structure interaction. To dynamic analysis of piles using ANSYS To model group of pile for 3s spacing, 4s spacing, 5s spacing for loose, medium, dense sand. During liquefaction, large ground displacements can take place ...

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Pile Group Program for Full Material

Pile Group Program for Full Material

The SW model approach provides appropriate prediction for the behavior of an isolated pile and pile group under lateral static loading in layered soil (sand and/or clay). The SW model analysis covers the entire range of soil strain or pile deflection that may be encountered in practice. The method allows development of py curves for the single pile based on soil- -pile interaction by ...

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EVALUATION OF LATERAL BEHAVIOR OF PILE-SUPPORTED BRIDGES ...

EVALUATION OF LATERAL BEHAVIOR OF PILE-SUPPORTED BRIDGES ...

EVALUATION OF LATERAL BEHAVIOR OF PILE-SUPPORTED BRIDGES UNDER SCOUR CONDITIONS By Cheng Lin Submitted to the graduate degree program in Civil, Environmental, and Architectural Engineering and the Graduate Faculty of the University of Kansas in partial fulfillment of the requirements for the degree of Doctor of Philosophy. _____ Co-chairperson Dr. Jie Han _____ Co-chairperson Dr. Caroline R ...

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Dynamic response of pile groups with different configurations

Dynamic response of pile groups with different configurations

Seismic soil pile-foundation-structure interaction: the whole system. cz ~ 213s kz + aol/4psVsd (2) kx ,~ l'2Es (3) Cx "~ 2/3s kx + 6p s Vsd(ao)_]/4 (4) 0J in which Es is the Young's modulus, Ps is the mass density,/3 s is the hysteretic damping and V s is the shear wave velocity of the soil. Note that the unit of kx is

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COMPARISON OF FOUR PILE GROUP ANALYSIS PROGRAMS

COMPARISON OF FOUR PILE GROUP ANALYSIS PROGRAMS

A group of 9 piles (3 × 3 at centre to centre spacing 2 m in each direction) was analyzed. Thepilesare15mlong,0.5mdiameter,withaYoung’smodulusof30GPa,andarelocated

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