| 张向东*,冯胜洋,王长江.辽西风积土动力特性实验研究[J].实验力学,2012,27(2):165~170 |
| 辽西风积土动力特性实验研究 |
| Experimental Study of Dynamic Characteristics for Aeolian Soil in West Liaoning Province |
| 投稿时间：2011-01-21 修订日期：2011-06-09 |
| DOI： |
| 中文关键词: 辽西风积土 动态强度 动弹模量 阻尼比 |
| 英文关键词:aeolian soil from west Liaoning province dynamic strength dynamic elastic modulus damping ratio |
| 基金项目:国家自然科学基金项目“高速铁路风积土路基的振(震)陷变形试验研究”(编号：5097813)和辽宁省高等校优秀人才支持计划项目“风积土冻胀与融沉特性及工程防治措施的研究”(编号：2008RC23)资助。 |
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| 中文摘要: |
| 通过一系列动态三轴实验,研究了原状饱和辽西风积土在不同固结压力条件下的动态强度、动态弹性模量和阻尼比。结果表明,辽西风积土的破坏动态强度随着固结围压和固结应力比的增大而增大,而动态剪切强度明显区别于静态剪强度;其动态弹模量随着固结应力比和固结围压的增加而增加,而阻尼比随着固结应力比和固结围压的增大而减小。同时,分别拟合得到最大动态弹模量和最大阻尼比与有效固结应力的关系式,并且对动态弹模量和阻尼比进行了归一化处理。 |
| 英文摘要: |
| Through a series of dynamic triaxial tests, the dynamic strength, the dynamic elastic modulus and damping ratio of saturated original aeolian soil from west Liaoning Province were studied under different consolidation pressure conditions. Results indicate that the failure dynamic strength of aeolian soil increases along with the ambient consolidation pressure and consolidation stress ratio increasing, and the dynamic shearing strength is obviously different from the static one; its dynamic elastic modulus increases along with the consolidation stress ratio and ambient consolidation pressure increasing, but the damping ratio change presents an opposite trend. Meanwhile, equations describing the relation of the maximum dynamic elastic modulus and the maximum damping ratio with the effective consolidation stress were fitted respectively, and dynamic elastic modulus and damping ratio were normalized. |
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