陈龙, 陈永辉, 李行, et al. Study on the Bearing Capacity of Energy Pile with Half Buried Pipes under Cooling Cycling[J]. 2017, 37(4): 551-556. DOI: 10.13409/j.cnki.jdpme.2017.04.007.
发现桩周土体温度、桩身温度、桩身轴力、桩侧摩阻力等随温度减小的变化规律。桩身温度变化最大影响范围为100 cm
随着深度的增加逐渐减小。冷水循环后桩身温度减小的幅度从上至下呈先减小后增大的趋势
说明在地基深处桩土热传递效果更加明显。研究表明
冷水作用下半埋入能源桩存在桩两端向中间收缩的情况
且收缩中心点位于埋管位置的下半部分。
Abstract
Energy pile system was developed on the basis of the ground-source heat pump. It is a new pile foundation form that combined the pile and ground-source heat pump system. Field study has been conducted on the bearing capacity of energy pile with half buried pipes under cooling cycles. The changing rules of the soil temperature surrounding the pile
pile body temperature
axial force and pile side friction have been got. The largest influence range around the energy pile is 100 cm
which is decreased gradually with increased depth. The pile body temperature decreases first and then increases from up to down under cooling cycles. The axial force and side friction detection shows that the energy pile with half buried pipe can also shrink from two sides to middle and the central point is located at the half bottom of the pipe buried part.
Experimental and numerical investigations of the behaviour of a heat exchanger pile [J] . LyesseLaloui,MathieuNuth,LaurentVulliet. Int. J. Numer. Anal. Meth. Geomech. . 2006 (8)