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海相软土弹性剪切模量及静动力刚度弱化特性
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作者 许莹莹 朱晨 +2 位作者 孙枫 潘坤 潘晓东 《浙江工业大学学报》 北大核心 2025年第2期131-137,144,共8页
在三轴试验的基础上联合弯曲元测试系统,研究了杭州湾海相软土不排水剪切响应和刚度弱化特性,探讨了静动力加载过程中土体弹性剪切模量及塑性割线模量的演化规律。试验结果表明:该海相软土是一种高压缩性土,具有显著的次固结变形;在固... 在三轴试验的基础上联合弯曲元测试系统,研究了杭州湾海相软土不排水剪切响应和刚度弱化特性,探讨了静动力加载过程中土体弹性剪切模量及塑性割线模量的演化规律。试验结果表明:该海相软土是一种高压缩性土,具有显著的次固结变形;在固结完成后和静动力加载过程中,不同阶段的土体弹性剪切模量与有效应力之间有较好的相关性,两者在双对数尺度上呈线性关系;不同应变水平下,杭州湾软土的割线模量与有效应力呈类似关系,且其与土体的弹性剪切模量具有良好的相关性。研究结果为评估杭州湾地区及我国其他区域海相软黏土的刚度弱化特性提供了数据支撑。 展开更多
关键词 弯曲元 单调荷载 循环荷载 弹性剪切模量 刚度弱化
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压电陶瓷弯曲元法测试土样弹性剪切模量 被引量:19
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作者 黄博 殷建华 +1 位作者 陈云敏 吴世明 《振动工程学报》 EI CSCD 北大核心 2001年第2期155-160,共6页
在动三轴仪基础上开发研制了压电陶瓷弯曲元相结合的测试系统。利用该系统测试了钱塘江粉土的弹性剪切模量 ,并与共振柱试验结果相对比 ,两者非常相近。本文还用 Hardin和 Richart经验公式对钱塘江粉砂土的试验结果拟合 ,也取得了很好... 在动三轴仪基础上开发研制了压电陶瓷弯曲元相结合的测试系统。利用该系统测试了钱塘江粉土的弹性剪切模量 ,并与共振柱试验结果相对比 ,两者非常相近。本文还用 Hardin和 Richart经验公式对钱塘江粉砂土的试验结果拟合 ,也取得了很好的结果 ,从而证明了该系统的可靠性。压电陶瓷弯曲元是一种很有发展前途和应用前景的试验手段 ,值得在理论和实验中进一步研究。 展开更多
关键词 压电陶瓷 弯曲元 弹性剪切模量 P波 S波 土样
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不排水循环荷载作用过程中累积孔压对细砂弹性剪切模量G_(max)的影响 被引量:5
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作者 姬美秀 陈云敏 《岩土力学》 EI CAS CSCD 北大核心 2005年第6期884-888,共5页
在土工结构物地震有效应力分析中,往往采用Hardin经验公式计算动荷作用过程中由于孔压变化对砂土初始弹性剪切模量Gmax的影响,但由于以往试验手段的限制,这种方法的有效性至今没有得到验证。为此,采用多功能三轴仪和压电陶瓷弯曲元剪切... 在土工结构物地震有效应力分析中,往往采用Hardin经验公式计算动荷作用过程中由于孔压变化对砂土初始弹性剪切模量Gmax的影响,但由于以往试验手段的限制,这种方法的有效性至今没有得到验证。为此,采用多功能三轴仪和压电陶瓷弯曲元剪切波速测试系统,研究了不排水循环荷载过程中孔压对细砂Gmax的影响。试验结果表明,细砂Gmax可由Hardin型经验公式计算,但材料参数应通过试验确定;不排水循环荷载作用过程中,细砂Gmax随孔压上升而降低,其值可由其实际平均有效应力和固结后的孔隙比通过由试验得到的Hardin型经验公式计算。 展开更多
关键词 细砂 循环三轴试验 累积孔压 弹性剪切模量Gmax Hardin经验公式
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阻尼橡胶材料阻尼性能悬臂梁共振法测试方法 被引量:2
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作者 李辉 马卫东 +3 位作者 孙志勇 孙国华 李斌 杜华太 《噪声与振动控制》 CSCD 2014年第6期210-214,共5页
根据标准ASTM E756-05(2010),对阻尼橡胶材料阻尼性能悬臂梁共振法的测试方法进行了研究,分析接触式响应传感器引入的附加质量及激励传感器和响应传感器的安装位置对测试结果的影响,并得到有意义的结论。试验结果表明:质量为0.6 g的接... 根据标准ASTM E756-05(2010),对阻尼橡胶材料阻尼性能悬臂梁共振法的测试方法进行了研究,分析接触式响应传感器引入的附加质量及激励传感器和响应传感器的安装位置对测试结果的影响,并得到有意义的结论。试验结果表明:质量为0.6 g的接触式响应传感器引入的附加质量对材料的弹性剪切模量和剪切损耗因子的影响较小,测试结果满足标准ASTM E756-05(2010)对测试精度的规定;选择合适的激励器安装位置有利于提高传递函数曲线幅值;响应传感器的安装位置对传递函数曲线影响较大,测试时应根据所要获得的模态信息选择合适的测点。 展开更多
关键词 振动与波 自粘性 阻尼橡胶 共振频率 弹性剪切模量 剪切损耗因子
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Experimental study on mechanical properties of basalt fiber-reinforced silty clay 被引量:3
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作者 JIA Yu ZHANG Jia-sheng +3 位作者 WANG Xuan DING Yu CHEN Xiao-bin LIU Tao 《Journal of Central South University》 SCIE EI CAS CSCD 2022年第6期1945-1956,共12页
Fiber reinforcement technology can significantly improve the mechanical properties of soil and has been increasingly applied in geotechnical engineering.Basalt fiber is a new kind of environment-friendly and highperfo... Fiber reinforcement technology can significantly improve the mechanical properties of soil and has been increasingly applied in geotechnical engineering.Basalt fiber is a new kind of environment-friendly and highperformance soil reinforcement material,and the mechanical properties of basalt fiber-reinforced soil have become a hot research topic.In this paper,we conducted monotonic triaxial and cyclic triaxial tests,and analyzed the influence of the fiber content,moisture content,and confining pressure on the shear characteristics,dynamic modulus,and damping ratio of basalt fiber-reinforced silty clay.The results illustrate that basalt fiber can enhance the shear strength of silty clay by increasing its cohesion.We find that the shear strength of reinforced silty clay reaches its maximum when the fiber content is approximately 0.2%and the moisture content is 18.5%(optimum moisture content).Similarly,we also find that the dynamic modulus that corresponds to the same strain first increases then decreases with increasing fiber content and moisture content and reaches its maximum when the fiber content is approximately 0.2%and the moisture content is 18.5%.The dynamic modulus is positively correlated with the confining pressure.However,the change in the damping ratio with fiber content,moisture content,and confining pressure is opposite to that of the dynamic modulus.It can be concluded that the optimum content of basalt fiber for use in silty clay is 0.2%.After our experiments,we used scanning electron microscope(SEM)to observe the microstructure of specimens with different fiber contents,and our results show that the gripping effect and binding effect are the main mechanisms of fiber reinforcement. 展开更多
关键词 basalt fiber-reinforced silty clay shear behavior dynamic modulus damping ratio optimum fiber content
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Laboratory testing of a densified municipal solid waste in Beijing 被引量:1
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作者 JIE Yu-xin XU Wen-jie +3 位作者 DUNZHU Danzeng WEI Yi-feng PENG Tao ZHOU Zai-yang 《Journal of Central South University》 SCIE EI CAS 2013年第7期1953-1963,共11页
Municipal solid waste (MSW) and its disposal are gaining significant importance in geotechnical and geoenvironmental engineering. However, conventional research is primarily focused on fresh MSW or MSW that is compa... Municipal solid waste (MSW) and its disposal are gaining significant importance in geotechnical and geoenvironmental engineering. However, conventional research is primarily focused on fresh MSW or MSW that is compacted under its own weight in the landfill. In this work, a series of tests to study the properties of a densified MSW after ground treatment were presented. The tests involved oedometer test, simple shear test, triaxial shear test, and permeability test, which were conducted to investigate the compressibility, shear strength, creep behavior and permeability of the MSW. The results show that the compressibility modulus of the MSW increases as the dry density increases. However, the influence of density on modulus decreases once the density reaches a certain value. Like most soils, the stress-strain curve of the densified MSW can be approximated by a hyperbola in the triaxial shear test. Fibrous components provide additional cohesion for MSW, but have a relatively smaller effect on friction angle. Permeability is also found to be closely related to the dry density of the MSW, i.e., MSW with a higher dry density has a smaller permeability. The permeability coefficient may be less than 10 7 cm/s if the density is high enough. 展开更多
关键词 municipal solid waste (MSW) COMPRESSIBILITY shear strength PERMEABILITY reinforcement phase
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Mechanical, piezoelectric and some thermal properties of(B3) BP under pressure
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作者 S.DAOUD N.BIOUD N.LEBGAA 《Journal of Central South University》 SCIE EI CAS 2014年第1期58-64,共7页
Some compounds of group III-V semiconductor materials exhibit very good piezoelectric,mechanical,and thermal properties and their use in surface acoustic wave(SAW) devices operating specially at GHz frequencies.These ... Some compounds of group III-V semiconductor materials exhibit very good piezoelectric,mechanical,and thermal properties and their use in surface acoustic wave(SAW) devices operating specially at GHz frequencies.These materials have been appreciated for a long time due to their high acoustic velocities,which are important parameters for active microelectromechanical systems(MEMS) devices.For this object,first-principles calculations of the anisotropy and the hydrostatic pressure effect on the mechanical,piezoelectric and some thermal properties of the(B3) boron phosphide are presented,using the density functional perturbation theory(DFPT).The independent elastic and compliance constants,the Reuss modulus,Voigt modulus,and the shear modulus,the Kleinman parameter,the Cauchy and Born coefficients,the elastic modulus,and the Poisson ratio for directions within the important crystallographic planes of this compound under pressure are obtained.The direct and converse piezoelectric coefficients,the longitudinal,transverse,and average sound velocity,the Debye temperature,and the Debye frequency of(B3) boron phosphide under pressure are also presented and compared with available experimental and theoretical data of the literature. 展开更多
关键词 (B3) BP compound mechanical properties pressure and anisotropy effect thermal properties
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