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能源地下连续墙的热力学行为模型试验研究
引用本文:董盛时,李晓昭,熊志勇,闻继飞. 能源地下连续墙的热力学行为模型试验研究[J]. 高校地质学报, 1997, 25(5): 748
作者姓名:董盛时  李晓昭  熊志勇  闻继飞
基金项目:energy diaphragm wall; physical model; thermo-mechanical behavior; normal stress on interface
摘    要:鉴于目前国内外针对能源地下连续墙的热力学行为的研究较少,开展了能源地下连续墙的室内模型试验研究。为了研究不同换热工况以及约束条件对墙体以及墙土接触面热力学行为的影响,设计了三组对照试验。通过对试验过程中读取的温度、应力、应变数据进行分析,探索了地下连续墙在换热过程中的温度场、墙体内的垂向应变以及接触面法向应力的变化规律。对比研究了不同工况下墙内轴向应变以及墙土接触面法向应力数据的差异性,揭示了温升变化和约束变化对这些参数的影响机制以及重要程度。

关 键 词:能源地下连续墙   物理模型   热力学行为   接触面法向应力

Physical Modeling Research on Thermo-Mechanical Behavior of Energy Diaphragm Wall
DONG Shengshi,LI Xiaozhao,XIONG Zhiyong,WEN Jifei. Physical Modeling Research on Thermo-Mechanical Behavior of Energy Diaphragm Wall[J]. Geological Journal of China Universities, 1997, 25(5): 748
Authors:DONG Shengshi  LI Xiaozhao  XIONG Zhiyong  WEN Jifei
Abstract:Nowadays, the researches on the thermo-mechanical behavior of energy diaphragm wall lacks in contrast to its increasingsignificance in energy geostructures worldwide. To study the thermo-mechanical behavior of wall and wall-soil interface underdifferent heating and constraining conditions, three contrast tests were conducted in a self-made laboratory model chamber. Byanalysing the data obtained, this paper presented the change laws of fields regarding heat, vertical strain in wall, and normal stress onthe interface during process. Furthermore, the variations of these parameters revealed the mechanism, in which temperature changesand constrain changes would influence the thermo-mechanical behavior of energy diaphragm wall.
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