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软泥土开裂机理分析及模型试验研究

Mechanism of Soft Clay Cracking and Model Test Simulation

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【作者】 闫澍旺郭炳川楚剑孙立强纪玉诚

【Author】 YAN Shu-wang;GUO Bing-chuan;CHU Jian;SUN Li-qiang;JI Yu-cheng;School of Civil Engineering,Tianjin University;Civil,Construction and Environmental Engineering,Iowa State University;

【机构】 天津大学建筑工程学院爱荷华州立大学土木建筑与工程学院

【摘要】 很多学者通过宏观力学的方式探讨软泥土的开裂行为,而对于其微观的本质研究较少。在软泥土饱和与非饱和界面存在收缩膜,根据收缩膜与土颗粒传递拉力平衡关系建立了非饱和土体的受力模型,分析收缩膜在基质吸力和周围边界传递的拉力作用下变形情况,解释土体的开裂微观力学机制,并通过不同尺寸试验槽试验对蒸发和干燥条件下的软泥土开裂过程进行研究。

【Abstract】 The mechanism of soil cracking has long been concerned and discussed from the perspective of macro mechanics. Based on the concept of the contractile skin in the Soil Mechanics for U nsaturated Soils,a mechanical model on which the force equilibrium is established is developed. W ith the established model,the microcosmic mechanical mechanism for soft soil cracking can be clearly paraphrased. The tensile test of water film and attachments is analogy of soil cracking process. The start,development and end of saturated soil cracking are further studied by different scales and shapes of the model tests.

【关键词】 软泥土开裂机理模型试验
【Key words】 soft claycracking mechanismmodel test
【基金】 国家自然科学基金(41272323)~~
  • 【文献出处】 应用数学和力学 ,Applied Mathematics and Mechanics , 编辑部邮箱 ,2015年S1期
  • 【分类号】TU447
  • 【被引频次】1
  • 【下载频次】219
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