Effect of non-linear soil deformation on the interaction among energy piles

被引:22
|
作者
Rotta Loria, Alessandro F. [1 ]
Vadrot, Aurelien [1 ]
Laloui, Lyesse [1 ]
机构
[1] Ecole Polytech Fed Lausanne, Swiss Fed Inst Technol Lausanne, Lab Soil Mech, LMS, Stn 18, CH-1015 Lausanne, Switzerland
基金
瑞士国家科学基金会;
关键词
Energy pile groups; Non-linear deformation; Interaction factor method; Continuous model; Vertical displacement; Thermo-mechanical behaviour; SINGLE PILE; SETTLEMENT; BEHAVIOR;
D O I
10.1016/j.compgeo.2016.12.015
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This study investigates the effect of non-linear soil deformation on the displacement interaction among energy piles. The work is based on interaction factor analyses of full-scale pile group tests, whose results are compared with experimental evidence. The results presented highlight the tendency of interaction factor analyses that ignore non-linear soil deformation to overestimate the interaction and the displacement of energy pile groups. This outcome, in accordance with previous studies for conventional pile groups subjected to mechanical loads, may be considered in the analysis and design of energy pile groups subjected to thermal (and mechanical) loads through, the interaction factor method. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:9 / 20
页数:12
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