The modified pseudo-depth section as a tool in resistivity and IP prospecting — A case history

Following the depths of investigation of different electrode arrays, given byRoy andApparao (1971) andRoy (1972), a modified pseudo-depth section was suggested for any array byApparao andSarma (1981) as a tool in resistivity and IP prospecting. The tool was used for the interpretation of IP and resistivity anomalies obtained in a virgin area—Jonnagiri village, Pattikonda Taluq, Kurnool district (A.P.) India. Two of the four bore holes recommended encountered sulphide mineralization, while the other two met with white altered ashy material at the position of the maximum anomaly contour in the depth sections. The drilling results prove the utility of the modified pseudosections in the interpretation of the field data.     

考虑进洞高程效应的黄土隧道洞口段地震动力响应特征研究

通过大型振动台模型试验并采用Midas-GTS有限元软件进行模拟计算,研究黄土隧道洞口段在地震作用下的动力响应特征、破坏过程和地震波在模型中的传递规律,分析影响黄土隧道洞口段地震动力响应的主要因素。结果表明:边坡沿弧形开裂面的垮塌受坡脚剪切和坡顶拉裂的共同作用;边坡会对其卓越频率内的地震波产生明显放大效应,且在1/2坡高以上放大效应出现饱和现象;隧道临空面是影响隧道洞口段地震动力响应的主要因素。考虑进洞高程效应时隧道洞口段抗震设防长度可取距洞口5倍洞径范围。振动台模型试验与数值计算在位移、加速度、应力三个响应特征上吻合较好,证明二者结果合理可靠。研究成果可为隧道工程设计和地下结构抗震理论研究提供有益参考。     

Dynamic behavior of single-layer latticed cylindrical shells subjected to seismic loading

The single-layer latticed cylindrical shell is one of the most widely adopted space-framed structures. In this paper, free vibration properties and dynamic response to horizontal and vertical seismic waves of single-layer latticed cylindrical shells are analyzed by the finite clement method using ANSYS software. In the numerical study, where hundreds of cases were analyzed, the parameters considered included rise-span ratio, length-span ratio, surface load and member section size. Moreover, to better define the actual behavior of single-layer latticed shells, the study is focused on the dynamic stress response to both axial forces and bending moments. Based on the numerical results, the effects of the parameters considered on the stresses are discussed and a modified seismic force coefficient method is suggested. In addition, some advice based on these rescarch results is presented to help in the future design of such structures.     

青海共和至甘肃兰州黄河河谷地貌的形成与青藏高原东北缘隆升的关系

依据共和至兰州黄河河谷大量的实测数据,结合现有的研究成果,认为构造作用对该区河谷地貌的形成起到一定的决定作用。河谷地貌的抬升速率揭示出两次新构造事件：一次发生在20万年B．P．至15万年B．P．;另一次发生在1万年以来。黄河阶地纵剖面反映出青藏高原第四纪挤压力向北东方向逐渐减小,在兰州出现挤压力在某时段消减的情况。     

突变理论在断层检测中的应用尝试

简述了突变理论中的尖点突变模型及其表达式，将地震信号转化为尖点突变的标准形式，在时间域内计算突跳势、突跳时间等突跳参数，发现突跳参数曲线上异常的位置与地下断层的位置有关。在这里尝试将突变理论应用于断层的检测，分析了突变理论在断层检测理论上的可行性，对实际地震剖面进行分析解释，取得了一定的效果。这说明利用突变参数进行断层的检测是可行的，突变理论将为地震资料解释提供一种新的途径。     

应用小波变换和C3相干算法检测地震剖面同相轴

为了提高地震剖面的信噪比和分辨率，使反射同相轴容易被识别和追踪，这里提出了一种应用小波算法及C3相干算法检测地震反射同相轴的新方法。利用小波算法提高地震剖面分辨率，减少大部分随机噪声，再运用C3相关算法和倾角扫描法检测地震剖面同相轴。应用该方法对模型数据进行了试算，证明了可行性，然后检测实际地震剖面同相轴，处理后的地震剖面同相轴品质及连续性都有了明显改善，信噪比增强，分辨率相应提高。     

反复荷载下矩形钢管混凝土柱的抗震性能Ⅰ:试验研究

本文介绍了16根1/2比例的矩形钢管混凝土柱在常轴力和侧向低周反复荷载作用下的抗震性能试验研究，描述了构件的非线性发展过程及破坏形态，研究了不同试验参数（包括柱的轴压比、截面长宽比、含钢率、加载方向等）对矩形钢管混凝土柱抗震性能的影响。本文的工作可为矩形钢管混凝土结构的工程实践及相关标准的编制修订提供参考。     

Tectonic and climatic control of the changes in the sedimentary record of the Karnali River section (Siwaliks of western Nepal)

Abstract A multidisciplinary study was conducted on the section of the Siwalik Group sediments, approximately 5000 m thick, exposed along the Karnali River. Analysis of facies, clay mineralogy and neodymium isotope compositions revealed significant changes in the sedimentary record, allowing discussion of their tectonic or climatic origin. Two major changes within the sedimentary fill were detected: the change from a meandering to a braided river system at ca 9.5 Ma and the change from a deep sandy braided to a shallow sandy braided river system at ca 6.5 Ma. The 9.5‐Ma change in fluvial style is contemporaneous with an abrupt increase of ?_Nd(0) values following a ?_Nd(0) minimum. This evolution indicates a change in source material and erosion of Lesser Himalayan rocks within the Karnali catchment basin between 13 and 10 Ma. The tectonic activity along the Ramgarh thrust caused this local exhumation. By changing the proximity and morphology of relief, the forward propagation of the basal detachment to the main boundary thrust was responsible for the high gradient and sediment load required for the development of the braided river system. The change from a deep sandy braided to a shallow sandy braided river system at approximately 6.5 Ma was contemporaneous with a change in clay mineralogy towards smectite‐/kaolinite‐dominant assemblages. As no source rock change and no burial effect are detected at that time, the change in clay mineralogy is interpreted as resulting from differences in environmental conditions. The facies analysis shows abruptly and frequently increasing discharges by 6.5 Ma, and could be linked to an increase in seasonality, induced by intensification of the monsoon climate. The major fluvial changes deciphered along the Karnali section have been recognized from central to western Nepal, although they are diachronous. The change in clay mineralogy towards smectite‐/kaolinite‐rich assemblages and the slight decrease of ?_Nd(0) have also been detected in the Bengal Fan sedimentary record, showing the extent and importance of the two major events recorded along the Karnali section.     

太原西山七里沟晚古生代腕足动物群落及其古环境意义

太原西山七里沟晚古生代剖面含有丰富的腕足动物化石，共可识别出13个底栖生物群落。个体生态、行为习性、群落结构和岩性、岩相组合特征的研究表明，这些群落的生态位介于BA1-BA3之间。控制腕足动物群落分布和相互取代的最主要因素是相对海平面变化。由于海平面升、降变化的速度、幅度和持续时间的不同，群落之间的这种相互更替既有突变的，也有渐变的，既可以发生在不同的旋回之间，也可以发生在同一个海水进、退旋回内。根据这些底栖生物群落生态位所显示的水深变化和剖面相序结构，该剖面本溪期至山西期共经历了11次海水进、退旋回，其中以庙沟期海侵规模最大，最大估水深10-20m，毛儿沟下灰岩与庙沟灰岩均为这一旋回的产物。     

全球下奥陶统-中奥陶统界线层型候选剖面——宜昌黄花场剖面研究新进展

湖北宜昌黄花场剖面是我国奥陶系大湾阶的界线层型剖面，高精度生物地层以及岩石、层序地层和碳同位素地球化学的综合研究表明，该剖面完全符合关于建立全球下奥陶统一中奥陶统界线（即奥陶系第三个尚待正式命名的阶）界线层型剖面和点位（GSSP）的条件。建议以该剖面牙形石Baltoniodus？triangularis的首现层位，作为划分全球下奥陶统一中奥陶统界线的GSSP。所建议的GSSP交通方便，位于距宜昌市北北东22km的公路旁，地层出露完美无缺，界线生物层位于大湾组下段SHod-16层底部，距大湾组底部10．57m；界线上下发育了B．？triangularis的完整演化序列，并伴生有极好的Baltoniodus、Trapezognathus、Periodon和Microzarkodina等牙形石属种演化序列来作为佐证；界线之上0．2m所出现的世界广布的Microzarkodina abellum可作为划分此界线的辅助标志。界线生物层位于低位海侵序列之中，界线之下0．6m处所显示的从高位到低位的层序转换面和碳同位素最大偏移，与全球此时所发生低位事件密切相关，可作为识别该界线的物理和化学标志。所建议的界线生物层与笔石Azygograptus suecicus生物带上下组合之间的界线接近，与几丁虫Belonechitina cf．henryi生物带底界几乎一致，因此，所建议的界线易于在全球，无论浅水碳酸盐相、还是深水笔石相，识别和进行精确对比。同样的生物组合序列和层序及碳同位素异常亦在黄花场剖面之北5km的陈家河（即大坪）剖面得到了验证．