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Behaviour of Piles Subjected to Lateral Soil Movements
This paper presents a theoretical procedure for analyzing the lateral response of piles subjected to lateral soil movements. The lateral pile response is computed via a simplified boundary element analysis, using a specified free-filed soil movement profile. For pile groups, the group effect may need to be pre-assessed via a finite element analysis. Based on an appropriate assessment of the lateral soil movement, soil Young's modulus and limiting pile-soil contact pressure, the present method can generally give a satisfactory prediction of the pile response, as demonstrated via a study of some model tests and published case histories.
Behaviour of Piles Subjected to Lateral Soil Movements
This paper presents a theoretical procedure for analyzing the lateral response of piles subjected to lateral soil movements. The lateral pile response is computed via a simplified boundary element analysis, using a specified free-filed soil movement profile. For pile groups, the group effect may need to be pre-assessed via a finite element analysis. Based on an appropriate assessment of the lateral soil movement, soil Young's modulus and limiting pile-soil contact pressure, the present method can generally give a satisfactory prediction of the pile response, as demonstrated via a study of some model tests and published case histories.
Behaviour of Piles Subjected to Lateral Soil Movements
L. T. Chen (Autor:in) / H. G. Poulos (Autor:in)
1996
40 pages
Report
Keine Angabe
Englisch
The behaviour of piles subjected to lateral soil movements
TIBKAT | 1996
|Piles Subjected to Lateral Soil Movements
British Library Online Contents | 1997
|Piles Subjected to Lateral Soil Movements
Online Contents | 1997
|DISCUSSIONS - Piles Subjected to Lateral Soil Movements
Online Contents | 1999
|Ultimate Soil Pressures for Piles Subjected to Lateral Soil Movements
Online Contents | 2002
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