### Abstract

Load carrying capacity and load deformation behaviour of a single pile and group of piles subjected to lateral load is obtained using nonlinear finite element method of analysis. In finite element analysis the soil is modeled using eight noded brick elements, pile is modeled using two noded frame elements and pile cap is modeled using plate bending elements. A hypoelasticity constitutive model is used to model the behaviour of soil. The analysis is used to study the load versus displacement behaviour of a single and group of piles subjected to lateral load. The effect of spacing of piles on load deformation behaviour of a group of pile is also studied. It is concluded that the load carrying capacity of each pile in a group is less than the load carrying capacity of a single pile. Further, as the spacing of piles in a group increases, the load carrying capacity of each pile in a group also increases and deformation of the pile decreases.

Original language | English |
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Title of host publication | 12th International Conference on Computer Methods and Advances in Geomechanics 2008 |

Pages | 3111-3116 |

Number of pages | 6 |

Volume | 4 |

Publication status | Published - 2008 |

Event | 12th International Conference on Computer Methods and Advances in Geomechanics 2008 - Goa, India Duration: 01-10-2008 → 06-10-2008 |

### Conference

Conference | 12th International Conference on Computer Methods and Advances in Geomechanics 2008 |
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Country | India |

City | Goa |

Period | 01-10-08 → 06-10-08 |

### Fingerprint

### All Science Journal Classification (ASJC) codes

- Geotechnical Engineering and Engineering Geology
- Applied Mathematics

### Cite this

*12th International Conference on Computer Methods and Advances in Geomechanics 2008*(Vol. 4, pp. 3111-3116)

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*12th International Conference on Computer Methods and Advances in Geomechanics 2008.*vol. 4, pp. 3111-3116, 12th International Conference on Computer Methods and Advances in Geomechanics 2008, Goa, India, 01-10-08.

**Analysis of single and group of piles subjected to lateral load using finite element method.** / Krishnamoorthy; Sharma, K. J.

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

TY - GEN

T1 - Analysis of single and group of piles subjected to lateral load using finite element method

AU - Krishnamoorthy,

AU - Sharma, K. J.

PY - 2008

Y1 - 2008

N2 - Load carrying capacity and load deformation behaviour of a single pile and group of piles subjected to lateral load is obtained using nonlinear finite element method of analysis. In finite element analysis the soil is modeled using eight noded brick elements, pile is modeled using two noded frame elements and pile cap is modeled using plate bending elements. A hypoelasticity constitutive model is used to model the behaviour of soil. The analysis is used to study the load versus displacement behaviour of a single and group of piles subjected to lateral load. The effect of spacing of piles on load deformation behaviour of a group of pile is also studied. It is concluded that the load carrying capacity of each pile in a group is less than the load carrying capacity of a single pile. Further, as the spacing of piles in a group increases, the load carrying capacity of each pile in a group also increases and deformation of the pile decreases.

AB - Load carrying capacity and load deformation behaviour of a single pile and group of piles subjected to lateral load is obtained using nonlinear finite element method of analysis. In finite element analysis the soil is modeled using eight noded brick elements, pile is modeled using two noded frame elements and pile cap is modeled using plate bending elements. A hypoelasticity constitutive model is used to model the behaviour of soil. The analysis is used to study the load versus displacement behaviour of a single and group of piles subjected to lateral load. The effect of spacing of piles on load deformation behaviour of a group of pile is also studied. It is concluded that the load carrying capacity of each pile in a group is less than the load carrying capacity of a single pile. Further, as the spacing of piles in a group increases, the load carrying capacity of each pile in a group also increases and deformation of the pile decreases.

UR - http://www.scopus.com/inward/record.url?scp=84869812557&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=84869812557&partnerID=8YFLogxK

M3 - Conference contribution

SN - 9781622761760

VL - 4

SP - 3111

EP - 3116

BT - 12th International Conference on Computer Methods and Advances in Geomechanics 2008

ER -