导电、导磁聚苯胺纳米复合物的合成与表征

在纳米Fe₃O₄晶体粒子存在的情况下, 用十二烷基苯磺酸钠(SDBS)作乳化剂及分散剂, 通过HCl调节体系的酸度, 合成了导电、导磁的Fe₃O₄-聚苯胺(Fe₃O₄-PANI)纳米复合物, 用X-衍射(XRD)、透射电子显微镜(TEM)、傅立叶红外(FT-IR)等对该复合物进行了表征, 结果显示: SDBS与HCl发生竞争掺杂行为, 复合物的组成为Fe₃O₄-PANI-DBSA, Fe₃O₄平均粒径约13 nm, 且均匀分布在聚苯胺基体中, 该复合物具有较好的导电性及导磁性, 随着纳米Fe₃O₄含量由7.79%增加到35.34%, 复合物的电导率由1.71 S/m下降至0.41 S/m, 复合物的比饱和磁化强度σ_s则由6.14 A·m2/kg增加到18.11 A· m2/kg, 其矫顽力在0.52~0.73 A/m之间.      

Evolution-Motion of Crustobodies and Geotectonic Metallogeny

Following the paper entitled A Preliminary Proposal on Crustobody Geotectonics presented by the first author to the 30th IGC in 1996, this paper further extends and elucidates the concept of crustobody in order to make a unifying study of the evolution and motion of crustal structures and to understand the law governing the formation and development of the earth' crust. In this paper the characteristics of crustobody evolution-motion are given. The authors lay emphasis on the relationship between crustobody evolution-motion and tectonic metallogeny. In the end, a multiple dynamic system of the crustobody evolution-motion is discussed from internal and external dynamic forces, and the mantle creep in internal dynamic factors is paid special attention to.     

Travel time tomography inversion and the deep structure of the southern Tibet

ＴｒａｖｅｌｔｉｍｅｔｏｍｏｇｒａｐｈｙｉｎｖｅｒｓｉｏｎａｎｄｔｈｅｄｅｅｐｓｔｒｕｃｔｕｒｅｏｆｔｈｅｓｏｕｔｈｅｒｎＴｉｂｅｔＱＩＮＧ－ＴＩＡＮＬＵ１）（吕庆田）,ＭＥＩ－ＪＩＡＮＧ１）（姜枚）,ＫＡＩ－ＹＩＭＡ１）（马开义）,Ａ．Ｈｉｒｎ２...     

A SUGGESTION OF A NEW METHOD FOR GEOLOGICAL SURVEY OF IGNEOUS INTRUSIONS

It may be safely presumed that few of us who have worked in the field as a geological surveyor would dissent in making an open confession of our unfortunate attitude towards igneous rocks particularly those of a massive form. These obstacles, as one is apt to regard them, are the unruly bodies     

OBER DIE PALAEOZOISCHE FLORA DER PROVINZ SUIYUAN~1

Die palaeozoischen Pflanzen der Provinz Suiyuan sind bisher sehr wenig bekannt. Die in der vorliegenden Arbeit beschriebenen Pflanzen stammen aus dem sogenannten "Tachingshan Range" namentlich aus den Localitaten Tungshengmao und Kumenyintien. Die Fundorte liegen also etwa an der Grenze     

ON THE OCCURRENCE OF AN INTERESTING FOSSIL WOOD FROM URUMCHI(TIHUA)IN SINKIANG~1

The fragment of fossil wood forming the main subject of this paper was collected by P. Teilhard de Chardin when he was sent to Sinkiang by the Geological Survey of China, with the Haardt-Citroen Expedition (1932).     

Numerical Analysis of Interaction Between Pile-Supported Pier and Bank Slope

Two- and three-dimensional finite element analysis programs for pile-soil interaction are compiled. Duncan-Chang's Model is used. The construction sequence of the pier is modeled. The pile-soil interface element is used. The influence of the combination type of piles on the deformation of bank slope and pile behaviour is analyzed. Different designs of a pile-supported pier are compared thoroughly. Calculation results show that the stresses and displacements of the pile are directly related to the distance from the bank slope and the direction of inclination. An inclined prop pile set in the rear platform would remarkably reduce the stresses of piles and the displacement of the pier.     

Safety Level and Reliability Index for Bank Slope Stability

Based on statistics and analysis of the safety factor of unstable bank slopes,the relation be-tween safety level and reliability index of stability is studied and discussed,and then the elementary cali-brating calculation is carried out to the levels of safety and reliability for bank slope stability in the rangeof safety factors stipulated in existing China Technical Specifications for Port Engineering—FoundationPart(1987)and to those reached by some stable bank slopes already built.The results show that the relia-bility index β in the effective stress method is able to reach a high value of 2.4～4.1(mid-value 3.25),while the value of β in other three kinds of total stress method can just reach a lower value of 0.5～2.8(mid-value 1.65),which are in conformity with the engineering experience in China,and thus acceptable.Some suggestions are also given in this paper to the adoption of the value of β_0—objective reliability indexfor bank slope stability.     

A Study on Impervious and Heat-Insulating Performance of Geomembrane Composites Within Breakwater

This paper investigates the performance of geomembrane composites used as impervious andheat-insulating lining within a breakwater for a power station.The seepage field,distribution ofstress-strain contour and seepage discharge of hot water which has been treated as the inner thermalsource in the calculation of heat-insulation,have been given by three-dimensional calculation method coup-ling seepage with stress.The results indicate that the impervious and heat-insulation effect ofgeomembrane composites is significant.     

Simulation and Analysis of a Gravity Cyh''''nder''''s Stability in Short-Crested Sea

Generally, the reliability of ami -sliding and anti-overturning stability of an isolated gravity cylinder in a certain working period can be evaluated only when the statistical properties of short term stability are given first. The authors used numerical method to simulate the stability state function of a cylinder in short-crested sea, and further to get the probabilitical characteristics of the structure's stability by time domain analysis. The external loads appeared in the state functions include horizontal wave force, lift force and the respective moments, and the loads are correlated by co- spectrum. The numerical method presented in this paper can be used not only to solve short term reliability problem directly, but to calculate and analyse the long term reliability problem as well. For circular cylinders, an example of simulation and analysis is displayed in this paper.