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。     

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。     

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

我不知道在植物的王国或者在植物的族谱里有没有你的名字我不知道在世界上的其他地方人们对一棵树也可以付诸情感让它随人姓     

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.     

基坑开挖及桩基施工对围护结构变形的影响分析

以北京通州某深基坑工程为例，分析基坑开挖卸荷、基坑锚杆施工、基底CFG桩和抗拔桩施工对基坑围护结构和周边环境的影响。结果表明：基坑围护结构及基坑周边地表随着基坑的开挖、围护锚索和基坑内工程桩的施工出现典型的先上浮后沉降的趋势，应力重新分布现象明显。具体表现为基坑开挖卸荷初期引发围护结构及基坑周边地表上浮，随着基坑开挖深度的增加，在基坑侧向位移和基坑锚索竖向分力作用下，围护结构及基坑周边地表开始下沉；在基坑槽底施工CFG桩和抗拔桩削弱了护坡桩嵌固区被动土压力，基坑降水导致土体有效应力增加，产生附加固结沉降，在基坑地下水渗流的联合作用下，围护结构及基坑周边地表呈现二次加速下沉；基坑开挖和基础桩施工对桩顶水平位移和锚索轴力影响较小。根据分析结果，建议类似基坑增加嵌固深度、调整被动土压力区打桩顺序，将有利于围护结构及基坑周边环境变形控制。