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- This research investigates the liquefaction resistance and the maximum shear modulus of Hsin-Dian sand by using cyclic triaxial tests together with bender element tests. 摘要:本研究以新店砂作液化阻抗及最大剪力模数之探讨，而试验方法为动力三轴配合弯曲元件试验。
- maximum shear modulus 最大剪切模量
- Furthermore,undisturbed samples of each layer soil are taken out,and the maximum dynamic shear modulus is obtained by laboratory cyclic simple shear tests. 此外,取出了场地各层土的原状土样,进行了室内循环单剪试验,获得了各层土的动剪模量,并与剪切波速的计算结果进行了比较分析。
- We can reasonably estimate the shear modulus if we know the P-wave modulus. 如果P波模量已知，我们可以合理地估算出剪切模量。
- Draw the element for maximum shear stress and mark values of all stresses. 画出最大剪应力的单元体并标出全部应力值。
- the maximum dynamic shear modulus 最大动剪切模量
- Therefore, shear modulus should have better correlation with dry P-wave modulus as shown in Figure 5. 因此，剪切模量与干燥P波模量具有更好的相关性，如图5。
- Calculate shear modulus based on empirical relations for dry P-wave and shear modulus, as in equation (6). 计算基于干燥P波模量和剪切模量关系的剪切模量，如方程6。
- In developing equations for maximum shear stresses, the special case will be considered. 在导出最大剪应力表达式时，将考虑一种特殊情况。
- The elastic shear modulus obtained by bender elements and from resonant column tests show a good agreement. 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。
- Afifi, S.S. and Wood, R.D.,"Lomg-Term Pressure Effects on Shear Modulus of Soils," J. Geotech. Eng. Div., ASCE, Vol. 97, No.SM10, (1971). 林中平;"黏土含量对福隆砂动态剪力模数与阻尼比之影响;"硕士论文;国立台湾大学土木工程研究所;台北;(1983).
- Moreover, high value region of maximum shear strain and superficial expansion in this area is in Tianjing, Beijing, Tangshan area. 区内最大剪应变、面膨胀的高值区在天津、北京、唐山一带。
- Closed form solution by Randolph could be used to calculate linear deformation soil,where shear modulus unchanged or grow linearly with depth. Randolph的近似解析解可计算线弹性土体,且土的剪切模量随深度不变或者线性增加条件下的桩基础沉降。
- The research results show that the maximum shear stress of dual-phase steel raises with the increase of martensite content. 研究表明,随着马氏体含量的增加,双相钢的最大剪切应力随之增加。
- Soil dynamic parameters, including dynamic shear modulus ratio and damping ratio, have important effects on the earthquake response of soil layer. 摘要土动力学参数即土的动剪切模量比和阻尼比，对土层地震反应分析结果有重要影响。
- A combination of lateral bending plus flexion or lateral bending plus extension strongly increased the maximum shear strains. 合并有侧弯加屈曲或侧弯加伸展的运动很明显地增加了最大切应力。
- The axial shear modulus has been derived in closed form by using the conformal mapping approach integrated with the Laurent expansion. 利用解析函数的保角变换与罗朗级数展开，获得了轴向剪切模量的封闭公式。
- In this paper, we review relationship of bulk and shear modulus and apply the Gassmann's equation to predict shear modulus. 本文对体变模量和剪切模量之间的关系进行讨论，并使用Gassmann方程来预测剪切模量。
- The shear modulus and damp ratio characteristics of typical strata are achieved in the dynamic test, based on GDS triaxial dynamic system. 2．利用GDS三轴仪对工程场地内的原状土样进行了室内动力试验，获得了各主要土层的动弹性模量与阻尼比。
- The adiabatic shear bands and microcracks all initiate near the inside wall and develop along the maximum shear stress curves to the outside wall of the cylinder. 破片金相分析表明，绝热剪切带和裂纹首先在圆管内壁附近产生，然后沿最大剪应力线向外壁扩展。
