A new understanding of Demala Group complex in Chayu Area,southeastern Qinghai-Tibet Plateau: Evidence from zircon U-Pb and mica 40Ar/39Ar dating

The Chayu area is located at the southeastern margin of the Qinghai-Tibet Plateau. This region was considered to be in the southeastward extension of the Lhasa Block, bounded by Nujiang suture zone in the north and Yarlung Zangbo suture zone in the south. The Demala Group complex, a set of high-grade metamorphic gneisses widely distributed in the Chayu area, is known as the Precambrian metamorphic basement of the Lhasa Block in the area. According to field-based investigations and microstructure analysis, the Demala Group complex is considered to mainly consist of banded biotite plagiogneisses, biotite quartzofeldspathic gneiss, granitic gneiss, amphibolite, mica schist, and quartz schist, with many leucogranite veins. The zircon U-Pb ages of two granitic gneiss samples are 205 ± 1 Ma and 218 ± 1 Ma, respectively, representing the ages of their protoliths. The zircons from two biotite plagiogneisses samples show core-rim structures. The U-Pb ages of the cores are mainly 644 –446 Ma, 1213 –865 Ma, and 1780 –1400 Ma, reflecting the age characteristics of clastic zircons during sedimentation of the original rocks. The U-Pb ages of the rims are from 203 ± 2 Ma to 190 ± 1 Ma, which represent the age of metamorphism. The zircon U-Pb ages of one sample taken from the leucogranite veins that cut through granitic gneiss foliation range from 24 Ma to 22 Ma, interpreted as the age of the anatexis in the Demala Group complex. Biotite and muscovite separates were selected from the granitic gneiss, banded gneiss, and leucogranite veins for ⁴⁰Ar/³⁹Ar dating. The plateau ages of three muscovite samples are 16.56 ± 0.21 Ma, 16.90 ± 0.21 Ma, and 23.40 ± 0.31 Ma, and the plateau ages of four biotite samples are 16.70 ± 0.24 Ma, 16.14 ± 0.19 Ma, 15.88 ± 0.20 Ma, and 14.39 ± 0.20 Ma. The mica Ar-Ar ages can reveal the exhumation and cooling history of the Demala Group complex. Combined with the previous research results of the Demala Group complex, the authors refer that the Demala Group complex should be a set of metamorphic complex. The complex includes not only Precambrian basement metamorphic rock series, but also Paleozoic sedimentary rock and Mesozoic granitic rock. Based on the deformation characteristics, the authors concluded that two stages of the metamorphism and deformation can be revealed in the Demala Group complex since the Mesozoic, namely Late Triassic-Early Jurassic (203 –190 Ma) and Oligocene –Miocene (24 –14 Ma). The early stage of metamorphism (ranging from 203 –190 Ma) was related to the Late Triassic tectono-magmatism in the area. The anatexis and uplifting-exhumation of the later stage (24 –14 Ma) were related to the shearing of the Jiali strike-slip fault zone. The Miocene structures are response to the large-scale southeastward escape of crustal materials and block rotation in Southeast Tibet after India-Eurasia collision.©2021 China Geology Editorial Office.     

柱撑蛭石吸附去除废水中重金属离子的实验研究

分别利用有机柱化剂十二烷基磺酸钠(SDS)和无机柱化剂聚羟基铝(HA)对蛭石进行柱撑制得十二烷基磺酸钠柱撑蛭石(SDS-V erm icu lite)和聚羟基铝柱撑蛭石(HA-V erm icu lite),并通过XRD、红外光谱、ZETA电位等表征手段对柱撑蛭石进行表征,同时针对柱撑蛭石对Cu2 ,Cd2 ,C r3 3种重金属离子的吸附进行研究,结果表明:吸附去除率受反应时间、重金属离子的初始浓度、pH值等因素的影响,经柱撑后的蛭石对重金属离子吸附的吸附性能比蛭石原矿要强。柱撑蛭石吸附3种重金属离子的动力学吸附过程可用E lov icb方程和双常数方程进行较好的拟合。     

基于性能的地震工程研究的新进展及对结构非线性分析的要求

结合国际地震工程界提出的新一代基于性能的地震工程的框架方法,重点阐述了性能评估中涉及的主要问题。对性能评估使用的静力非线性分析、动力非线性分析方法进行了总结,在此基础上详细阐述了在基于概率的性能评估中有应用前景的增量动力分析方法的概念、相关问题及其应用,并简要介绍了基于增量动力分析思想提出的一些简化方法。最后提出了今后研究的建议,特别是结构非线性分析方面的研究重点。     

回顾与展望

本文对４年来我国工程地质的发展进行了总结，通过长江三峡及黄河小浪底工程施工开挖说明了施工工程地质的重要意义，阐述了地质工程的理论与应用上的发展，环境工程地质及灾害地质研究所取得的进展与不足。对今后工程地质的发展提出了建议。     

海积软土的工程地质研究现状

我国沿海地区,广泛分布着性质极为软弱的近代沉积的欠固结软土。近年来,由于经济发展及对外开放的需要,巨型的工程建筑多修筑于软土地基之上,这样就带地多复杂的工程地质及岩土工程问题,同时也促进了软土和吹填土的开发和利用以及填海造陆工程的不断发展,就目前其研究现状进行了总结和介绍。     

工程地震勘探数值模拟研究

用傅氏变换法求解波动方程,对工程地震勘探进行了数值模拟计算,并研究了该算法的频散特性及其稳定性。     

自适应非线性有限元的多重网格法求解及应用

描述了非线性自适应有限元的多重网格法求解过程。 通过算例说明了方法的有效性以及自适应多重网格有限元用于开挖施工过程模拟分析的优越性。     

工程地质学发展趋势刍议

环境工程地质学是工程地质学发展的新阶段,它囊括并发展了工程地质学的所有问题。作为研究工程建设与地质环境相互作用的环境工程地质学,有待于进一步发展为工程环境灾害学──一方面,由于各种自然环境恶化和灾害间的相关性和因果性（环境恶化链、灾害链）,研究似宜不限于地质环境和灾害（当然后者仍是重点）,而适当扩大至土地环境、水环境和社会环境。作为一门应用地质学的环境工程地质学及其母学科工程环境灾害学将具有力学、地理、经济三大支柱,首先力求地质学与地理学的相互渗透和融合。另一方面,由于各种人类活动间的相关性和因果性（活动链）,所研究的人类活动似宜不限于工程建设和运行,而适当扩大至采矿和水事活动,包括开采地下水和排污。后者引起的环境恶化和灾害尤为严重,正酿成危机。其根本出路不仅在于科技进步,而且在于文化调节,力求科技与文化的相互渗透和融合。     

物探方法在岩溶勘查中的应用综述

简要介绍了岩溶勘察中常用物探方法的基本原理和技术，并举例说明其在岩溶地区进行水利水电工程地质勘察、岩溶地下水寻找、环境保护和溶洞探测时的有效性。     

深圳市东水西调输水隧洞工程地震危险性分析

在前人对深圳地区地震烈度的鉴定和评价基础上,结合地震地质分析和地震危险性超越概率计算,确定深圳市东水西调输水工程以ZD₂与ZD₃之间近EW向一线为界,以北地震基本烈度定为Ⅵ度区,以南属于>Ⅵ度区,核定为Ⅶ度区。