CAJ | 학술논문

地震反应分析通常采用等效非线性模型,动剪切模量G和阻尼比λ是该模型的两个重要参数.为研究目前在大型工程建设中遇到越来越多的强风化花岗岩的动力特性,利用固定-自由型共振柱(GDS RCA)对强风化花岗岩的剪切模量和阻尼比进行试验研究.GDS RCA为一种国际上广泛应用的共振柱,具有良好的性能,利用其控制试样的固结围压和孔隙水压力,可以测得试样在不同有效应力状况下的动剪切模量和阻尼比.对比研究不同有效应力下共振频率、动剪切模量和阻尼比随剪应变的变化情况,给出其变化曲线.按照 Hadin-Drnevich[1]所提出的双曲线模型,拟合动剪切模量比和阻尼比随剪应变的变化曲线.利用摩擦理论,对试样阻尼的产生机制进行探讨.试验结果表明,随着剪应变的增加,试样系统的共振频率随之减小,试样阻尼比随之增大;试样的动剪切模量和阻尼比皆与试样固结时的有效应力有关,而试样阻尼比也受孔隙水压力的影响.
지진반응분석통상채용등효비선성모형,동전절모량G화조니비λ시해모형적량개중요삼수.위연구목전재대형공정건설중우도월래월다적강풍화화강암적동력특성,이용고정-자유형공진주(GDS RCA)대강풍화화강암적전절모량화조니비진행시험연구.GDS RCA위일충국제상엄범응용적공진주,구유량호적성능,이용기공제시양적고결위압화공극수압력,가이측득시양재불동유효응력상황하적동전절모량화조니비.대비연구불동유효응력하공진빈솔、동전절모량화조니비수전응변적변화정황,급출기변화곡선.안조 Hadin-Drnevich[1]소제출적쌍곡선모형,의합동전절모량비화조니비수전응변적변화곡선.이용마찰이론,대시양조니적산생궤제진행탐토.시험결과표명,수착전응변적증가,시양계통적공진빈솔수지감소,시양조니비수지증대;시양적동전절모량화조니비개여시양고결시적유효응력유관,이시양조니비야수공극수압력적영향.
Equivalent nonlinear model is usually applied in seismic response analysis. The shear modulus and damping ratio are two important properties in this model. Highly weathered granite is common in large engineering. It is essential to study dynamic properties of highly weathered granite. The shear modulus and damping ratio of highly weathered granite are studied with GDS resonant-column; as its the capability is excellent, it is popular in the world. The confining pressure and pore water pressure to consolidate can be controlled well by GDS RCA. After the end of sample’ consolidation, shear modulus and damping ratio can be given by experiment in the state of this effective stress. Changing confining pressure and pore water pressure, resonant frequency, shear modulus and damping ratio can be given with another effective stress. In different effective stresses, variation of shear modulus and damping ratio can be observed. And fitting curves of shear modulus and damping ratio that are put forward by Hadin-Drnevich[1] are turned out on the basis of experimental data. The authors discuss the damping mechanism of highly weathered granite sample by amfusing frictional theory. It can be seen that resonance frequency of the sample’s system has a positive correlation with shear strain, but sample’s damping ratio has a negative with shear strain. The effective stress can have impact on both sample’s shear modulus and damping ratio. However, pore water pressure can only act on damping ratio.