城市地铁隧道施工对管线的影响研究

结合深圳地铁大剧院-科学馆区间隧道非降水施工对管线的影响问题,阐明了该工程的施工方案,给出了管线安全性的评价标准。在此基础上,首先利用土工离心模型试验,模拟了隧道开挖对管线的影响,然后,利用三维弹塑性有限元法模拟了隧道施工过程中管线的动态响应。通过离心模型试验、数值模拟分析、现场量测的地表沉降值的对比分析可知,三者的数据基本吻合,论证了分析结果的合理性和可靠性,并对施工期间管线的安全性做出了评价,为该工程顺利实施提供了理论依据和指导作用,并取得了一些有意义的成果。     

三维地震勘探中叠加速度成图

速度参数和成图方法和选取对于提高三维地震反射层构造图的精度是很重要的,文章提出了由地震资料的叠加速度来获得界面平均速度,并利用钻井资料对界面平均速度校正,得出了符合地质规律的平均速度,提高了作图精度。该方法成功地应用于华北某煤田勘探区的三维资料解释中,弥补了传统时深转换方法的不足,收到了很好的效果,所绘制的构造图深度同巷道资料吻合。     

2022年泸定Ms6.8级地震发震构造与鲜水河断裂带强震迁移规律

2022年9月5日12时52分在四川甘孜州泸定县发生Ms6.8级地震,震源深度16 km。这是继2014年康定地震后,发生在鲜水河断裂带上的又一次强震。笔者等通过已有文献资料,结合鲜水河断裂带南段野外地质调查,统计了滑动速率及历史地震资料,并总结了近代鲜水河断裂带强震迁移规律,对认识鲜水河断裂带活动特征及未来地震危险性具有重要意义。主要得出以下几点认识：①鲜水河断裂带各段滑动速率差异较大,以乾宁为界,从NW至SE段整体上呈现出“先减速后加速”的滑动特点;②泸定地震发震构造磨西断裂,为一次左旋走滑事件;③川滇地区近代历史强震活跃期具有“跳跃性”迁移的特点。自1981年道孚地震后,鲜水河断裂带断进入相对平静期,持续了33 a。自2014年康定地震发生,鲜水河断裂带再次进入地震活跃期;④鲜水河断裂带的强震破裂并非单次地震的“贯通型”模式,而是多次地震的渐进式。断层间相互作用尤其是大地震的发生对断裂带强震复发间隔具有重大影响,相同断裂带的强震也会对后续地震的发生概率产生变化。     

东坪金矿Ⅰ号脉深部“尖灭”与“再现”处的红外光谱特征

对东坪金矿１号脉深部系统采样并进行红外光谱光密度测定，得出了金矿化的＂尖灭＂与＂再现＂部位的规律性认识。这种认识被深部钻探结果证实。这种规律性对于勘探工程有实际指导意义。     

具有时变时滞的数据采样无人船舵减摇系统稳定性分析

本文研究了基于数据采样的无人船舵减摇闭环控制系统的稳定性.考虑到采样过程存在延迟现象,引用动态时滞区间的方法,构造相应的Lyapunov-Krasovskii泛函（LKF）.此方法将固定时滞区间扩展成为动态时滞区间,不仅放宽了时滞区间上界和下界的限制,还能同时获得基于线性矩阵不等式（LMI）的更小保守性的相关稳定性判据.最终可以获得一个更宽松的标准来分析基于数据采样的无人船舵减摇闭环控制系统的稳定性.最后,举例说明了所提出方法的有效性.     

考虑围岩破坏条件时优化小净距隧道最小净距的研究

小净距隧道由于不受地形条件以及总体线路线型的限制,较连拱隧道有施工工艺简单、造价较低等优点,越来越受到青睐。用有限单元法对小净距隧道不同中柱厚度进行数值模拟,通过格里菲斯破坏判据以及德鲁克-普拉格判据,拟合出最大拉应力及各判据屈服函数与净距的拟合曲线,在保证其稳定的基础上,对小净距隧道最合理净距做出分析。     

The Yenice–Gönen active fault (NW Turkey): Active tectonics and palaeoseismology

The Yenice–Gönen Fault (YGF) is one of the most important active tectonic structures in the Biga peninsula. On March 18, 1953, a destructive earthquake (M_w = 7.2) occurred on the YGF, which is considered to be a part of the southern branch of the North Anatolian Fault Zone (NAFZ). A 70 km-long dextral surface rupture formed during the Yenice–Gönen Earthquake (YGE).In this study, structural and palaeoseismological features of the YGF have been investigated. The YGF surface ruptures have been mapped and three trenches were excavated at Muratlar, Karaköy and Seyvan sites.According to the palaeoseismic interpretation and the results of ¹⁴C AMS dating, Seyvan trench shows that an earthquake of palaeoseismic age ca. 620 AD ruptured a different strand of the 1953 fault, producing rather significant surface rupture displacement, while there are indications that at least two older events occurred during the past millennia. Another set of trenches excavated near Gönen town (Muratlar village) revealed extensive liquefaction not only during the 1953 event, but also during a previous earthquake, dated at 1440 AD. The Karaköy trench shows no indications of recent reactivations.Based on the trenching results, we estimate a recurrence interval of 660 ± 160 years for large morphogenic earthquakes, creating linear surface ruptures. The maximum reported displacement during the 1953 earthquake was 4.2 m. Taking into account the palaeoseismologically determined earthquake recurrence interval and maximum displacement, slip-rate of the YGF has been calculated to be 6.3 mm/a, which is consistent with present-day velocities determined by GPS measurements. According to the geological investigations, cumulative displacement of the YGF is 2.3 km. This palaeoseismological study contributes to model the behaviour of large seismogenic faults in the Biga Peninsula.     

非等时空距GM(1,1)模型在建筑物沉降预测中的应用

以灰色理论为指导，GM（1，1）模型为基础，提出用最小二乘原理对灰色模型进行优化，大大提高非等时距GM（1，1）模型的预测精度，并对某海堤监测数据进行预报，检验结果表明预测值达到很好精度，由此证明，此方法有较大的应用价值。     

塔河油田下奥陶统溶蚀段的测井响应

塔河油田位于塔里木盆地，为该盆地油气中储量最大，产量最高的油田。下奥隐统是塔河油田最重要的储集层段，而下奥陶统中溶蚀成因的孔洞又是该层段最主要的储集空间。通过对该溶蚀段的研究，笔者认为该溶蚀段具有可以识别的测井响应，其密度呈指状急剧降低，是溶蚀段最明显的特征，并以此与中上奥陶统的瘤状灰岩形成明显区别。     

Curved scanline theory

This work develops the theory of measuring fracture frequency with curved scanlines, as a direct development of work done by others on straight scanlines. Various possible shapes for curved scanlines range between triangular and rectangular, with circular as a reasonable preliminary selection. The discrepancy among different selections decreases with increasing roughness amplitude of the scanline. Analytic solutions for average fracture frequency are given for circular scanlines through single and multiple fracture sets. Results for single fracture sets are plotted. The analytic solution for the general situation of any shape scanline through multiple fracture sets is given. Analytic solutions are given and plotted for circular scanlines through a fracture fabric ellipsoid. A circular scanline spanning 180 degrees yields a global fracture frequency of statistical significance. This work was carried out under U.S. Department of Energy Contract No. DEAC03-76SF00098 for the Director, Office of Civilian Radioactive Waste Management, Office of External Relations, and was administered by the Nevada Operations Office, U.S. Department of Energy. This work also was supported partially by the Power Reactor and Nuclear Fuel Development Corporation of Japan.