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时温叠加法确定土工合成材料蠕变折减系数 被引量:10

Determination of creep reduction factor of geosynthetics by time-temperature superposition
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摘要 简单地介绍了加速土工合成材料蠕变试验的时温叠加方法原理和,移动因子的计算公式和意义。如果试验所得的曲线有拐点,则相邻曲线既有水平移动也有垂直移动。利用时温叠加方法得到的移动后的应力-时间曲线,可以直接确定土工合成材料设计寿命时的蠕变强度,抗拉强度除以蠕变强度即为蠕变折减系数。还重点阐述了利用时温叠加法确定蠕变强度和蠕变折减系数的步骤和过程,同时给出了具体的算例,并提出了建议和有待改进之处。 The principle of time-temperature superposition (TTS) which can accelerate creep test of geosynthetics is introduced. The calculated formula and method of time shift factors are also introduced. If an inflexion point is present in curves, adjacent curves are shifted both horizontally and vertically. The creep strength of geosynthetics at the designed life by TTS can be determined by the curves of stress vs time. The creep reduction factor is determined with dividing the ultimate tensile strength by long-term creep strength. The procedures of determination of creep strength and creep reduction factor by TTS are mainly discussed in this paper. Finally, an example and some suggestions about improvement of this method are given.
出处 《岩土力学》 EI CAS CSCD 北大核心 2005年第1期113-116,共4页 Rock and Soil Mechanics
基金 国家自然科学基金资助项目(批准号:50279036)
关键词 蠕变 时温叠加 折减系数 土工合成材料 Creep Creep testing Strain Stresses
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参考文献5

  • 1Farrag K, Shiraz H. Development of an accelerated creep testing procedure for geosynthetics, Part 1: Testing[J].Geotechnical Testing Journal,1997, 4: 414-422.
  • 2Thornton J S, Paulson J N and Sandri D. Conventional and stepped isothermal methods for characterizing long term creep strength of polyester geogrids [A].Proceedings of 6th International Conference on Geosynthetics[C]. Atlanta: [s.n], 1998, 691-698.
  • 3Yong Jeon Han, Hun Kim Seong, Kyu Yoo Han.Assessment of long -term performances of polyester geogrids by accelerated creep test[J]. Polymer Testing.2002,21:489- 495.
  • 4Rongzhi Li. Time-temperature superposition method for glass transition temperature of plastic materials[J].Materials Science and Engineering,2000,A278:36-45.
  • 5Mechanically stabilized earth walls and reinforced soils lopes design and construction guidelines[S]. FHWA,1996.

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