世界罕见碲（铋）金矿床在四川发现──稀散元素碲富集之谜可望解开

世界罕见碲（铋）金矿床在四川发现──稀散元素碲富集之谜可望解开曹志敏，邓斌（成都理工学院成都６１００５９）关键词碲，独立矿床，四川石棉四川省石棉县境内大渡河畔发现国内外罕见的矿床工业类型──碲（铋）金矿床。碲（Ｔｅ）是一种半金属分散元素，地壳平均丰度...     

川南硫铁矿开发方式探讨

通过对开发川南硫铁矿利弊的剖析，认为应扬长避短，充分发挥川南地区硫、磷、煤、天然气、水等资源配套的优势，建立以生产磷铵、水泥为最终产品的企业集团，形成相应的开发体系．从而使其走上资源一经济效益一环境良性循环的轨道。方案论证表明．目前暂不开发区内的马边磷矿，而就近利用金河、开阳磷矿，可获得更佳的经济效益。     

论甘孜—道孚地区三叠系含金建造的元素地球化学特征

通过对地层、岩相和地球化学等方面的研究,表明甘孜一道孚地区的三叠系,尤其是中、上统的细碎屑岩系,属浊积岩型含金建造,是本区微细浸染型金矿重要的矿源层。     

四川会东1947年及云南禄劝1893年两次强震震害资料补遗

一、历史地震现场调查概况四川省会东县地处川滇交界附近的偏僻山区,1947年曾发生中强地震。1988年4月15日会东县鹿鹤乡发生5.2级地震,笔者随四川地震系统宏观考察组奔赴震区,除考察本次地震外,同时也注意搜集历史地震震害资料。由于历史地震发生的时间不太久远,当时的震害目击者多健在,许多震害情况为不同地点的群众所共同言及,增强了资料的可信度。为评定历史地震灾害程度,注意将同一地点的历史震害与本次地震震害进行对比,取得佐证。这次考察,对1947年6月7日会东地震及1893年禄劝地震增补了宏观震害资料,提出了校核会东地震震级参数     

四川盆地基底及深部地质结构研究的进展

根据对近年来区域地质、多种地球物理资料和深钻井资料的综合研究，认为四川盆地属扬子板块，岩石圈巨厚，最厚可达２００ｋｍ。川西高原属青藏板块的东缘，同时位于中国南北构造带中段，软流圈呈北东向上隆，岩石圈减薄，其最薄处厚度约７０ｋｍ左右。四川盆地的基底由结晶基底与沉积岩变质基底组成，上震旦统为该地区在扬子古板块形成后的第一套沉积盖层。基底的性质、厚度、埋深在不同地区各不相同，从而决定了盆地内部构造区的划分。基底深断裂对盆地的形成与盖层构造的发展也有重要的控制作用。     

气压场剧烈涨落与四川强震爆发的基本关系研究

本文以孕震系统在爆发前夕的外敏性及外力的非线性作用为物理基础，对大气扰动下的地震爆发问题进行了初步探讨，不仅归一化了四川省有关台站近３０年来的气压数据，而且还分地震带归纳建立了具有灾用价值的气压发震指标，这些自然共性的提示，既是对外力效应的认证，也丰富了短临地震预报的科学依据。     

四川活动断裂带的基本特征

根据大量的实际资料，总结了四川活动断裂带的基本特征：即大致以北东向龙门山断裂带与北西向荣经－马边－盐津断裂带为界，显示了西强东弱的分区活动特点。断裂活动在时间、空间和强度上都具有明显的不均匀性与分段活动特征；晚更新世～全新世以来发生的强震破裂活动大都是沿袭先存断裂进行的，从古地震研究及较短时间尺度（有历史地震记录以来）来看，反映出断层上的位移是以一种地震构造脉冲形式出现     

利用实时资料判定四川盆地伏旱严重程度

判定干旱严重程度一般均用某些气候性要素构成干旱指数来进行，且代表性较好的干旱指数的计算多半较为复杂，本文提出了一种用实时资料表征干旱严重程度的方法，能利用气象台站当日所收到的气象要素分析实时干旱情况，并能够逐日滚动计算，随时提取供单站或区域内的干旱指数，对各级领导指挥农业生产有积极作用。     

Influence of the Kunlun Mountain Ms8.1 Earthquake on Horizontal Crustal Deformation in the Sichuan and Yunnan Area

In order to track the space-time variation of regional strain field holistically(in a large scale) and to describe the regional movement field more objectively,the paper uses a nonlinear continuous strain model focused on extracting medium-low frequency strain information on the basis of a region with no rotation.According to the repeated measurements(1999～2001～2004) from GPS monitoring stations in the Sichuan and Yunnan area obtained by the Project of "China Crust Movement Measuring Network",and with the movement of 1999～2001(stage deformation background) as the basic reference,we separated the main influencing factors of the Kunlun Mountain M-S8.1 earthquake in 2001 from the data of 2001 and 2004,and the results indicate:(1) the Kunlun Mountain M-S8.1 earthquake has a discriminating effect on the Sichuan and Yunnan area,moreover,the deformation mode and background had not only certain similitude but also some diversity;(2) The movement field before the earthquake was very ordinal,while after the earthquake,order and disorder existed simultaneously in the displacement field;The displacement quantities of GPS monitoring stations were generally several millimeters;(3) The principal strain field before earthquake was basically tensile in an approximate EW direction and compressive in the SN direction,and tension was predominant.After the earthquake,the principal strain field in the Sichuan area was compressive in the EW direction and tensile in the SN direction,and the compression was predominant.In the Yunnan area,it was tensional in the NE direction and compressive in the NW direction,and tension was predominant;(4) The surficial strain before the earthquake was dominated by superficial expansion,the contractive area being located basically in the east boundary of Sichuan and Yunnan block and its neighborhood.After the earthquake,the Sichuan area was surface contractive(the further north,the greater it was),and south of it was an area of superficial expansion.Generally speaking,the Kunlun Mountain M-S8.1 earthquake played an active role in the accumulation of energy in the Sichuan and Yunnan area.Special attention shall be focused on the segment of Xichang-Dongchuan and its neighborhood.