爆炸荷载下土石坝动力响应特征的数值模拟

土石坝在爆炸荷载下的力学响应是一个非常复杂的力学问题,相关研究甚少。在LS-DYNA软件框架内,以两河口土石坝为研究对象,把坝体材料简化为混凝土、心墙、反滤层与堆石体等4种,用500 kg TNT在坝顶接触爆炸时的瞬态荷载作为荷载源,针对不同材料建立适合于爆炸高加载率特征的本构模型,用数值方法分析了土石坝在潜在爆炸荷载下的破坏与损伤演化规律。结果表明,在爆炸荷载作用下,由于土石坝材料组成的多样性,应力波传播规律异常复杂,土石坝的力学响应呈现出显著的分区特征。     

Experimental evaluation of design methods for in-site detention ponds

In this study,the detention rate of detention pond was defined to include both reduction and delay of peak flow.Flood routing experiments,with various combinations of inflow hydrographs and outlet devices in an in-site detention pond,were performed to examine the effectiveness of two analysis methods,namely the simplified method and the hydrological routing method;and to compare the detention rate of two types of outlet,namely the rectangular sharp-crested weir and the rectangular orifice.Comparison between...     

集集地震人员死亡率研究

发生在台湾省车笼埔断层上的集集地震造成了大量人员伤亡。本文搜集了该地震高烈度区的村里级行政单元的死亡率数据,并分析了城市型、乡镇型和农村型居民地的死亡率与地震烈度的关系。表明城市型和乡镇型平均死亡率差别不大,农村型则明显较高。对死亡率与地表破裂带、高烈度分布区和局部场地条件的关系等进行了分析,在此基础上,显示了死亡率随距离分布在断层两侧的不对称性。上述结果加深了对集集地震死亡率分布及其成因的认识,对评估未来地震人员死亡有重要意义。     

The erosion rates of cohesive sediments in Venice lagoon,Italy

The stability of cohesive sediments from Venice lagoon has been measured in situ using the benthic flume Sea Carousel. Twenty four stations were occupied during summertime, and a sub-set of 13 stations was re-occupied during the following winter. Erosion thresholds and first-order erosion rates were estimated and showed a distinct difference between inter-tidal and sub-tidal stations. The higher values for inter-tidal stations are the result of exposure that influences consolidation, density, and organic adhesion. The thresholds for each state of sediment motion are well established. However, the rate of erosion once the erosion threshold has been exceeded has been poorly treated. This is because normally a time-series of sediment concentration (C) and bed shear stress (τ₀(t)) is used to define threshold stress or cohesion (τ_crit,z) and erosion rate (E). Whilst solution of the onset of erosion, τ_crit,0, is often reported, the evaluation of the erosion threshold variation through the process of erosion (eroded depth) is usually omitted or not estimated. This usually leads to assumptions on the strength profile of the bed which invariably has no credibility within the topmost mm of the bed where most erosion takes place. It is possible to extract this information from a time-series through the addition of a step in data processing. This paper describes how this is done, and the impact of this on the accuracy of estimates of the excess stress (τ₀(t)–τ_crit,z) on E.     

Late Quaternary Activity and Paleoearthquakes along the Nanyukou Segment of the Northern Piedmont Fault of Wutai Mountain

The northern piedmont fault of Wutai Mountain is located at the north of the Shanxi Graben system,which is the dominating fault of the south boundary of the Fanshi-Daixian depression. This paper discusses the fault activity and paleoearthquakes around the Nanyukou segment of the northern piedmont fault of Wutai Mountain during the late Quaternary through field investigation along the fault,measuring geomorphic deformation and excavating trenches at some important sites. From Nanyukou to the southwest of Shanhui,we find obviously dislocated alluvial fans,with strong neotectonic movement at these sites. Since nearly 20ka,the vertical average slip rate is 1. 55mm /a to 2. 0mm /a. However,since nearly 6ka,it has reached as high as 2. 3mm /a,which is twice that on other segments. 2 trenches were excavated around Nanyukou with 6 events discovered. The referenced ages of the events are before 7600a,6700a ～ 7600a,5321a ～ 5575a,4400a ～ 5400a,4200a ～ 4400a and after 1600a B. P. with approximate recurrence interval 1400a. The latest event is likely to be the earthquake occurring at 512 A. D. ,so it is necessary to do further work to verify this in the future.     

磁暴时磁场变化率与地电场相关性研究

对2003年10月29日、10月30日两个典型大磁暴进行了分析,研究了磁暴期间磁场变化率与地电场的关系,以及磁暴期间磁暴、磁场变化率及地电场的周期成分。结果表明,磁暴期间H分量变化率与地电场东向分量观测数据显著相关,并且周期成分相同。     

LN-3A水位仪记录的高采样率大震水震波特点及仪器改进

分析了海南前兆台网水位仪对苏门答腊M_S 8.7地震和我国四川汶川Ms 8.0地震的高采样率水震波记录情况,从中可较明显地看到地震波引起的井水位详细变化,但也存在水震波的丢头、仪器时间存在误差,第一代仪器水震波相互覆盖等现象,提出了在水位仪中增加在线缓存记录、自动定时校时功能等改进建议。     

复杂地基上堆载速度对地基沉降的影响分析

复杂地基上进行堆山工程主要存在地基的不均匀沉降和剪切破坏等工程地质问题,特别是堆山地基岩土体分布不均匀引起的地基差异沉降问题,必须对其进行科学计算分析,给出地基处理的对策和人工堆积边坡的加固措施。为了减小沉降变形给工程带来的不良影响,拟采用分层碾压填筑、控制填土堆填速度、通过所堆岩土体荷载使地基土层固结来提高地基的承载力。同时为了保证堆山工程安全,对不同加载速度条件下地基固结沉降进行计算分析,给出最佳堆载工期,按此最佳堆载工期进行堆填以满足工程的安全设计要求。     

基于滑体渗透性与库水变动的滑坡稳定性变化规律研究

在三峡工程试运行期间,库区滑坡因地质结构和渗透性的不同,其变形情况存在明显差异,因此,除研究滑坡地质结构外,还应加强不同渗透性滑坡在库水变动下的稳定性响应规律研究。以三峡水库库首区黄荆树滑坡实例为计算模型,分析库水位在175～145 m间以0.5～2.0 m/d变化时4种不同渗透性滑坡的渗流场特征;再以库水影响系数? 和稳定性变化率为评价指标,研究在滑体渗透性和库水变动条件下的滑坡稳定性变化规律。研究表明,当库水影响系数? 在-0.107～-0.322时,稳定性变化率? 最大,且随? 减小滑坡稳定性增加率? 减小;当? 在-0.644～-769.231时,随? 减小稳定性增加率? 变化不明显;当? 在576.923～769.231时,库水位上升时滑坡稳定性降低较少;当? 在0.107～384.615时,影响系数? 与稳定性变化率? 的相关性不明显。其结果对于库区滑坡的监测预警有较强的应用价值     

高速铁路大断面黄土隧道二次衬砌施作时机研究

隧道工程二次衬砌施作时机是隧道界普遍关注的问题。依托正在修建的郑州-西安铁路客运专线大断面黄土隧道工程,以围岩及初期支护基本稳定速率作为二次衬砌施作时机判定指标,采用位移断面监测数据回归分析和数值分析相结合,建立基本稳定速率的理论求解方法,从而确定二次衬砌施作时机;同时,选取贺家庄隧道试验段作为工程实例,对高速铁路大断面黄土隧道二次衬砌施作时机进行研究。研究结果表明：当拱顶下沉变形速率值小于0.55 mm/d,边墙水平绝对收敛速率值小于0.11 mm/d时,即可进行二次衬砌施作。此次研究为类似工程的设计和施工提供了参考依据。