Constitutive model of saturated soft clay with cyclic loads under unconsolidated undrained condition

An equivalent visco-elastic model of saturated soft clay was studied under unconsolidated undrained (UU) condition, which can be used to evaluate the stability of ocean foundation. Cyclic triaxial compression and extension tests were conducted to study the parameters of the model. Results showed that the relationships of the damping ratio and the octahedral shear modulus with the octahedral cyclic shear strain were nearly unique, when the initial octahedral shear stress ratios of specimens were equal to 0.3, 0.5 and 0.7. The relationships of the damping ratio and the octahedral shear modulus with the octahedral cyclic shear strain determined from the cyclic triaxial compression tests were basically the same as those determined from the cyclic triaxial extension tests. Furthermore, the relationships were not related to the initial stress condition, the test stress state and the octahedral cyclic shear stress ratio. The relationships determined from the cyclic triaxial tests under no deviatoric stress were basically the same as those determined from the cyclic triaxial tests under deviatoric stress. The change of the octahedral cyclic accumulative strain with the number of cycles was unique under different tests stress states. An equivalent visco-elastic constitutive model of saturated soft clay under UU condition was initially established.     

商州区中草药种植园网目拟地甲发生情况调查

网目拟地甲以幼虫为害植物的幼嫩根茎而对植物造成危害。针对商洛市商州区2007年以来部分中药材种植园区网目拟地甲发生情况。2009年3月一2010年7月采用大田对角线9点随机采样的方法,对商州区乳河流域丹参、白芍、黄芩、桔梗和金银花15个种植园的网目拟地甲的发生情况进行了调查。结果显示：在丹参、白芍、黄芩、桔梗和金银花5种中药种植园该害虫均有发生但有虫株率差异较大,依次分别（平均）为3．70％、88．49％、1．33％、16．54％和21．67％;说明网目拟地甲在该区域部分中药种植园有选择性发生。     

紫外诱变酿酒酵母筛选耐高温菌株

以实验室保存的酿酒酵母为初始菌株,采用紫外分光光度法测定菌株浓度,绘制出菌株生长曲线,由此确定出最佳诱变菌龄为3～10h,在此期间利用紫外线对菌株进行诱变,筛选出一株适于在高温下发酵的菌株,紫外线诱变条件为：紫外灯功率10w,照射距离30cm,照射时间3min。此菌株在37℃下培养72h,其成熟发酵醪酒精产率为3．837％。     

列车荷载对下穿盾构隧道影响的模型试验

为研究地面线路运营对下穿盾构隧道结构的影响规律,基于相似比理论建立室内大型试验模型,模拟上部列车荷载作用下土层及其内部盾构隧道结构的受力变形过程,总结变形规律。结果表明,模型试验能够较好地反映外部荷载影响下土层以及内部盾构隧道结构的受力和变形特性;地表列车荷载在土层传递过程中,同一层面上沿地面线路方向的土压力大于两侧土压力,远离线路的地层受列车荷载影响相对较小,同一竖向截面土压力变化量由上至下逐渐减小,即外部荷载对浅层土的影响明显大于深层土;盾构隧道在地表列车行驶过程中,环向出现背车面受拉迎车面受压的受力特性,呈斜向压扁,纵向应变从中间交叉点向盾构隧道两侧逐渐减小,呈下凹压弯;盾构隧道埋深越小,受地表荷载影响越显著,增大一倍埋深对应纵向应变最大值减小约44.5%。     

用惠斯登电桥测定杨氏模量

将光杠杆和惠斯登电桥联系起来,实现用惠斯登测量金属丝在不同应力下的电阻应变,研究应力、应变及电阻变化率的关系.     

Effects of Temperature and Strain Rate on Dynamic Properties of Concrete

To study the dynamic properties of the concrete subjected to impulsive loading,stress-time curves of concrete in different velocities were measured using split Hopkinson pressure bar (SHPB).Effects of temperature and strain rate on the dynamic yield strength and constitutive relation of the concrete were analyzed.The dynamic mechanical properties of the reinforced concrete are subjected to high strain rates when it is at a relatively low temperature.But with temperature increasing,the temperature softening effect makes the strength of the concrete weaken and the impact toughness of the concrete is saliently relative to strain rate effect.So,strain rate effect,strain hardening and temperature softening work together on the dynamic mechanical capability of concrete and the relation between them is relatively corn plex.     

高校排球运动中的髌骨劳损调查及其分析

通过对芜湖市部分高校排球爱好者发放问卷以及对国内相关文献资料的综合分析,了解高校排球爱好者在排球运动中髌骨劳损的状况,分析损伤原因和机制,并提出具体的预防措施．所以,髌骨劳损是影响排球爱好者进行锻炼的主要原因之一,应加以预防并在伤后采取适当的处理措施．     

O8Al深冲钢板塑性应变比的预估

借助于等体积分割法计算了各结构组分的体积百分含量，定量考虑各个织构组分的贡献，并以近真ＯＤＦ的简便算法消除其误差；结合连续体力学法得出的相应取向的塑性应变比预估了Ｏ８Ａｌ深冲钢板的ｒ值．结果表明：预估值与实测值符合得较好．     

整株林木垂向抗拉试验研究

在土壤地形条件相同的情况下,对整株树木进行垂直拉拔试验,结果表明,树木的根系分布形态直接影响根系的垂直抗拉效果.杜鹃水平根系发达,拉拔过程中根系整体被拉出,而冬瓜杨由于垂直根系较发达,拉拔过程持续时间较长,冷杉具有垂直和侧向主根,荷载-位移(P-S)曲线表现出多峰的特征.     

一种测量平面主应力的简便方法

测量一点的主应力的电测实验是材料力学实验中的基本实验。在该实验中，为了测量构件表面一点的主应力大小及方向，通常采用3个1／4桥路，测量该点沿3个敏感栅方向的线应变，根据平面应变状态分析和广义胡克定律求得该点的主应力大小及方向。该文通过对构件表面一种常见应力状态的分析，提出了只用1个1／4桥路和1个1/2桥路便可测得该点主应力大小及方向的简便方法，从而简化了实验过程，提高了测量精度。