阿塔卡马海沟表层水颗粒有机碳与微生物群落呼吸作用的时空变化研究

海沟是全球大洋体系的重要组成部分。研究这一极端环境的生物地球化学循环过程有助于我们进一步理解海洋的物质循环。前期研究发现,海沟表层水体的初级生产力(NPP)对海沟沉积物埋藏的有机碳性质具有重要影响,但是,颗粒有机碳(POC)在沉降过程中被微生物呼吸和降解的过程尚不清楚。因此,本研究利用2018年春"太阳号"阿塔卡马海沟(Atacama Trench)国际联合航次SO261所采集的表层水样品,测试其中POC浓度、C/N、δ¹³C、δ¹⁵N等参数,并结合0.2—0.8、0.8—3.0、>3.0μm三种粒径微生物群落呼吸(microbial community respiration,MCR)速率测试,探究其日变化模式及不同站位的空间变化模式,进而衡量微生物对POC的呼吸降解作用。结果表明,该海域表层水中对POC降解占主导作用的微生物类群粒径为0.8—3.0μm;24 h时间序列实验表明MCR随时间呈现"M"型曲线的双峰变化模式,且和C/N、δ¹³C、δ¹⁵N等参数变化趋势吻合,表明同一站位的呼吸速...     

南海东部俯冲洋脊区段地震静态库伦应力分析

根据对马尼拉海沟及其邻区地震分布和震源机制解所反映的最大主压应力轴分布特征的分析,并结合古洋脊俯冲区段地震产生的静态库伦应力分析,发现在马尼拉海沟区域地震分布具有明显的分带特性,北部以NW向挤压应力为主,俯冲洋脊区段以近EW向的挤压应力为主;1999年7.2级地震使得2000年6.2级地震和2011年6.0级地震震中位置的静态库伦应力分别增加了约0.5和0.3 bar;2011年6.0级正断型地震和5.0级余震的静态库伦应力变化能较好地反映与余震分布的对应关系,大部分余震位于库伦应力变化值大于0.1 bar的触发阈值区域;计算古洋脊俯冲区段强震产生的静态库伦应力变化,结果显示海沟西侧小于10 km的深度范围内库伦应力增加值达到0.3~0.5 bar,呈NE向展布,吕宋岛弧一侧20 km深度范围内均表现为应力增加,应力增加区域与地震的分布较为吻合。     

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Study on Holocene Paleoearthquakes in Xizhang Trench on the Jiaocheng Fault Zone,Shanxi Province

Xizhang trench is located 10 km northwest of Taiyuan city, Shanxi Province, in front of a NNW-trending scarp of 4.6m height on the northern segment of the Jiaocheng fault zone. The dimensions of the trench are 108m in length, 8m in width, and 10m in depth. There are 18 horizons revealed in the trench. The upper strata are sandy loam; the upper strata of the downthrown block of the fault are gravels, the lower ones are an interbed of brown loam and sandy loam. The strata on the upthrown block of the fault are sandy loam containing gravel. The trench shows 3 fault planes, and the upper offset point on the fault plane is 1.5m below the ground surface, the newest dislocated stratum is （3.74±0.06） ka BP. The trench reveals a lot of deformation traces, such as fault planes, dislocated strata, colluvial wedges and formation tilting. The relationship between strata and faults in the trench shows that 3 paleoearthquake events have occurred at the Jiaocheng fault zone since the Early Holocene, they are about （3.74±0.06）- （3.06±0.26）ka BP, （8.35±0.09）ka- （3.74±0.06）ka BP, and（ 10.66±0.85） - （8.35±0.09）ka BP. The average interval among the events is 2.6 - 3.6ka. The minimum coseismic vertical displacements of the 3 events are 3.0m, 2.5m and 3.2m, respectively. The significance of Xizhang trench is that the Jiaocheng fault used to be active thousands of years ago, though there is no M ≥ 7.0 earthquake recorded in historical documents. Evidence of new Jiaocheng fault zone activity during the Holocene is important for the earthquake safety assessment of Taiynan city in the future.     

贯入角度对截齿破岩性能与几何排布的影响研究

截齿贯入角度是双轮铣槽机布齿系统设计中的关键因素之一。基于连续−非连续单元法（CDEM）,建立截齿不同角度冲击贯入破岩的数值模型,通过断裂能本构模型实现岩体弹性−损伤−断裂的破裂过程,开展截齿有效角度50º～90º区间内的9组冲击贯入破岩模拟,研究贯入角度对截齿破岩性能的影响规律,讨论贯入角度对截齿几何排布的影响,总结布齿系统的截齿几何排布规律。结果表明,当贯入角度从90º降低到50º时,岩体由张拉−拉剪破裂向剪切−拉剪破裂转变,截齿平均贯入力与破碎程度提高,截齿的跃进式侵入特性的显著性减低;贯入角度为75º～90º的第I类截齿与小于55º的第III类截齿在破岩中起辅助作用,贯入角度为55º～75º的第II类截齿可在岩体内部产生范围较大的水平非贯通裂隙,在布齿系统破碎岩体过程中发挥主要作用;2个第II类截齿先后贯入岩体可较好地破碎截线间的岩体,可构成一类基本破岩单元,多个基本破岩单元按照正弦线形式排布,由此形成了一种布齿系统设计方法。研究成果为完善双轮铣槽机布齿系统设计方法,打破国外在双轮铣槽机布齿系统设计方法上的技术壁垒提供了理论基础。     

西宁城市活动断裂地表特征初步研究

在详细的野外地质调查基础上, 通过开挖探槽剖面揭露了断层的基本性质, 初步展示了西宁市北川河东岸断裂、 南川河断裂和湟水河断裂的地表特征。 结合前人的阶地测定年代结果初步判断, 北川河东岸断裂错断相当于湟水河Ⅱ至Ⅲ级阶地, Ⅱ级阶地形成不晚于0.05 Ma, Ⅲ级阶地形成不晚于0.12 Ma, 说明该断裂是晚更新世活动断裂; 南川河断裂错断相当于湟水河Ⅳ、 Ⅴ级阶地, Ⅳ级阶地形成不晚于0.54 Ma, Ⅴ级阶地形成不晚于0.78 Ma, 说明该断裂是早中更新世活动断裂; 湟水河断裂错断其Ⅱ、 Ⅲ级阶地砾石层, 说明该断裂是晚更新世活动断裂。 这些断裂规模小、 活动性弱, 可能为盖层断裂。     

饱和土体中空沟对移动荷载被动隔振的 2.5D边界元法分析

根据饱和土Biot理论及移动荷载特性,采用积分变换方法,推导了半无限饱和土体频域-波数内的边界积分方程,讨论了2.5D边界积分方程中Cauchy的奇异性,并分析了空沟对移动荷载引起饱和土体振动的被动隔振效果。通过与已知文献结果比较,验证了算法的正确性。数值结果表明,采用2.5D BEM不仅可以解决具有复杂表面的移动荷载作用下动力响应问题,而且可极大减小计算工作量。对于饱和土体受高速移动荷载作用,空沟更能有效减小土体孔压、竖向位移的振幅;当荷载速度较小时,空沟对土体表面的水平向位移几乎不起衰减作用,甚至有放大效应。另外,随空沟距振源的距离增大,空沟能够更好阻隔土体表面波传播。     

LATE QUATERNARY PALEOEARTHQUAKES ON THE MIDDLE SEGMENT OF THE LIJIANG-XIAOJINHE FAULT,SOUTHEASTERN TIBET

More attention has been paid to the late Quaternary activity of the boundary fault of the Sichuan-Yunnan block in eastern Tibet. The Lijiang-Xiaojinhe Fault (LXF) locates along the boundary of the northwest Sichuan and central Yunnan sub-blocks in the Sichuan-Yunnan block. Clear displaced landforms show that the fault has undergone strong late-Quaternary activity. However there is no surface-rupturing earthquake occurring on the LXF in the historical record. The LXF crosses the city of Lijiang, one of the most important tourist cities in Southwest China. The rupture behavior on this fault remains unclear and it is hard to assess its seismic hazard in the future. In this study, on the base of the interpretation of high-resolution satellite imagery, we chose the middle segment of the LXF and dug three trenches at Muzhuda, Hongxing, and Gantangzi sites to constrain the ages of paleoearthquakes combined with radiocarbon dating and OxCal modeling. The Muzhuda trench shows that at least three events occurred on the middle segment of the LXF at 7 940~6 540a BP, 4 740~4 050a BP and 1 830~420a BP, respectively. The Hongxing trench indicates that the LXF underwent two events at 5 120~3 200a BP and 2 100~1 220a BP. The Gantangzi trench reveals at least three paleoearthquakes at 44 980~17 660a BP, 7 210~3 810a BP and 2 540~1 540a BP, respectively. The events in the Gantangzi trench might be incomplete because of stratigraphic gap. These three trenches indicate that three events occurred on the middle segment of the LXF in the Holocene at 7 940~7 210a BP, 4 740~4 050a BP and 1 830~1 540a BP, respectively. Large earthquakes on the middle segment of the LXF appear to fit the quasi-periodic model with the mean recurrence interval of~3 000a and the estimated magnitude 7.5. Given the strong late-Quaternary activity of the middle segment of the LXF and a long elapsed time, we propose that the middle segment of the LXF might have a high seismic hazard potential in the near future.     

A Numerical Model for Natural Backfill of Pipeline Trenches Subjected to Unidirectional／Oscillatory Flows

A numerical model for the self-burial of a pipeline trench is developed. Morphological evolutions of a pipeline trench under steady-current or oscillatory-flow conditions are simulated with/without a pipeline inside the trench. The oscillatory flow in this study represents the action of waves. The two-dimensional Reynolds-averaged continuity and Navier-Stokes equations with the standard k-e turbulence closure, as well as the sediment transport equations, are solved with the finite difference method in a eurvilirrear coordinate system. Both bed and suspended loads of sediment transport are included in the morphological model. Because of the lack of experimental data on the backfilling of pipeline trenches, the numericalmodel is firstly verified against three closely-relevant experiments available in literature. A detailed measurement of the channel migration phenomenon under steady currents is employed for the assessment of the integral performance of themodel. The two experimental results from U-tube tests are used to validate the model‘s ability in predicting oscillatory flows. Different time-marching schemes are employed for the morphological computation under unidirectional and oscillatory conditions. It is found that vortex motions within the trench play an important role in the trench development.     

武汉绕城公路东北段主要工程地质问题研究

为了给项目的设计和施工提供科学依据，对武汉绕城公路东北段软土、膨胀土、砂土地震液化、岩溶、深路堑、高填路基、筑路材料等潜在的地质灾害进行了详细评价，通过采用工程地质测绘及钻探、触探、物探、试验分析等多种勘探、测试手段，对沿线的各种工程地及其危害表现形式进行计算分析，预测施工过程及工程建成后可能出现的岩土工程问题，提出了相应的施工方法，对同类工程的建设具有指导意义。