Numerical Simulation on Oscillation-Sliding-Uplift Rock Coupled Motion of Caisson Breakwater Under Wave Excitation

Corresponding to the sliding and the overturning failure, the elementary motion modes of caisson breakwater include the horizontal-rotational oscillation coupled motion, the horizontal sliding-rotational oscillation coupled motion, the horizontal vibrating-uplift rocking coupled motion, and the horizontal sliding-uplift rocking coupled motion. The motion mode of a caisson will transform from one to another depending on the wave forces and the motion behaviors of the caisson. The numerical models of four motion modes of caisson are developed, and the numerical simulation procedure for joint motion process of various modes of caisson breakwater under wave excitation is presented and tested by a physical model experiment . It is concluded that the simulation procedure is reliable and can be applied to the dynamic stability analysis of caisson breakwaters.     

Numerical Simulation on Oscillation-Sliding-Uplift Rock Coupled Motion of Caisson Breakwater Under Wave Excitation

Corresponding to the sliding and the overturning failure, the elementary motion modes of caisson breakwater include the horizontal-rotational oscillation coupled motion, the horizontal sliding-rotational oscillation coupled motion, the horizontal vibrating-uplift rocking coupled motion, and the horizontal sliding- uplift rocking coupled motion. The motion mode of a caisson will transform from one to another depending on the wave forces and the motion behaviors of the caisson. The numerical models of four motion modes of caisson are developed, and the numerical simulation procedure for joint motion process of various modes of caisson breakwater under wave excitation is presented and tested by a physical model experiment. It is concluded that the simulation procedure is reliable and can be applied to the dynamic stability analysis of caisson breakwaters.     

焦桐

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A Non-Linear Rheological Model of Soft Clay and Its Application in Settlement of Sunk Ship

A one-dimensional consolidation-creep model test on the creep deformation of soft muddy clay in the littoral area of Tianjin is performed. A nonlinear rheologic model is established and the model coefficients are determined, in consideration of the characteristics of soft muddy clay. Furthermore, a settlement equation is deduced from the theologic model and verified by the field settlement measurements of Beitang Reservoir dam in Tianjin littoral area. Finally, the settlement e- quation is applied in calculating the settlement of ＂FAIRWAY-＂ suction dredger, which sunk in the external channel of Tianjin Port, induced by the soft clay consolidation of seabed. These results provide useful information for the decision of salvage plan.     

改进CIR算法在BDS长基线模糊度解算中的应用

长基线条件下,测站间空间相关性弱,电离层、对流层延迟经过双差并不能很好地消除,致使CIR方法在长基线条件下解算模糊度成功率较低。本文通过BDS三频组合选择长波长、弱电离层组合改进宽巷组合系数,选取（-1,-5,6）代替传统的宽巷组合（0,-1,1）,选择弱电离层几何相位组合（4,-5,2）代替传统的窄巷组合（0,0,1）,并通过将多频点的伪距观测值和确定了模糊度的宽巷相位观测值线性组合消除电离层延迟一阶项。通过实测数据分析,本文提出的算法能够有效解算超宽巷、宽巷模糊度,提高模糊度解算成功率。     

应用动测法检测桩基质量

本文简述了动测法对桩基质量进行检测的基本原理和测试,解释方法。列举了几种不同地层上的桩底应力波反射特征,根据其反射系数(R)值的改变和振动频率(f_n)的大小变化进行分析、判断桩底的胶结质量以及沉渣厚度等。      

配位滴定法测定硅酸盐矿物中的铝和钛

借助指示剂对铜的灵敏性,间接硅酸盐矿物中的铝和钛。本文中,笔者用EDTA配位滴定法硅酸盐水泥、黏土、高岭土以及石墨中铝与钛进行测量。实验结果表明,EDTA配位滴定法测量出Al2O3和TiO2的结果与国家标准值相符合。     

基于无尺度网络的中国城市医疗网络分析

根据城市统计中存在大量属性数据的特点,基于无尺度网络方法,根据2002~2014年中国城市医疗统计数据变化的相似性来建立城市之间的联系,得到中国城市医疗软件网络和硬件网络。在对两个网络对比和测试分析后得到：① 中国城市医疗网络是由20%高度城市代表的具有圈层聚类结构的无尺度复杂网络。② 中国城市医疗硬件网络比软件网络复杂和稳定。③ 中国城市医疗网络的结构和功能主要由强关系城市决定,弱关系城市对网络没有实质影响。可见,以无尺度网络方法来分析城市网络可以发现很多隐藏的问题。     

我省油页岩特征及综合开发利用方向

油页岩是一种能源矿产,是重要的替代能源资源,在过去未被很好利用。油页岩不但可提炼出燃料油类,而且还可炼制出合成煤气及化工原料,附产品还可用于制砖、水泥等建筑材料。近年来,由于国际市场能源矿产的价格飞涨,油页岩综合开发逐渐受到重视,具有广阔的利用前景。