桩板组合结构的技术特点及应用

介绍了桩板组合结构的组成和特点,及其在实际工程中的应用。该结构可作为滩海地区进海路路堤、人工岛护壁、保滩促淤丁坝和离岸堤主体结构。     

琼州海峡海底电缆路由工程地质特征

根据地球物理、声学探测、海底取样及实验室测试等实测资料详细分析,发现琼州海峡具有独特的自然条件以及复杂的工程地质特征。海底地形地貌非常复杂,存在沙波、沙堤沙丘、冲刷槽、冲刷脊和丘状突起、陡坡、滑坡、珊瑚礁、浅埋岩石、软弱地层等潜在的地质灾害因素,尤其在琼州海峡中央深槽区,坡度很大,分布着多种潜在的地质灾害,是海底光缆的危险区,应引起重视。     

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。     

漳州市山体滑坡主要影响因素分析

对漳州市区域内近十几年来所发生滑坡的地质灾害点进行调查研究,提出了漳州地区山体滑坡主要受地形、地质、气象和人类工程活动因素的综合影响。一般地形坡度在25°～50°,坡型为阶梯型、人工边坡无支挡,土质边坡坡度大于70°与坡高大于4m者,连续10d内降雨量在170mm以上,且日降雨量在100mm的强降雨时,发生滑坡的概率,达71.7%。故此,降雨量170mm以上、日降雨量大于或等于100mm时,可作为漳州市地质灾害预警预报的指标。     

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。     

四川内江-宜宾高速公路两滑坡的成因分析与治理

简要阐述两个典型工程滑坡特征及其防治对策、整治效果 ,从而提出工程建设特别是高速公路中应注意的地质灾害问题。