Comparison of source parameters estimated in the frequency and time domains for seismic events at the Rudna copper mine,Poland

Source parameters estimated in the frequency domain for 100 selected seismic events from the Rudna copper mine, with moment magnitude ranging from 1.4 to 3.6, were collected to study their scaling relations and to compare them with the parameters estimated in the time domain. The apparent stress and static stress drop, corrected for the limited bandwidth recording, increase slightly in a similar manner with increasing seismic moment. The ratio of apparent stress to static stress drop, a measure of radiation efficiency, is practically constant and its mean value is close to 0.1. For 37 seismic events, with moment magnitude between 1.9 and 3.4, source parameters were estimated in the time domain from relative source time functions, that displayed unilateral rupture propagation, and their rupture velocity could be estimated. It ranges from 0.23 to 0.80 of shear wave velocity and is almost independent of seismic moment. The fault length, estimated from the average source pulse width and rupture velocity, is clearly dependent on seismic moment and is smaller than the source radius estimated from the corner frequency on the average by about 25 percent. There is no correlation between the values of static stress drop estimated in the frequency and time domains, but the time domain stress drop is in general similar to that estimated in the frequency domain. The apparent stress increases with increasing rupture velocity, and the ratio of apparent stress to static stress drop seems also to depend on rupture velocity.     

土钉支护结构破坏模式和加固机制分析

对不同土质中土性参数和支护参数共同影响下基坑土钉支护结构的内力和位移进行了系统的数值试验研究。结果表明,从砂土到粉土,再到软黏土介质变化时,基坑位移大小剧增,位移形态也发展成下部凸出的流鼓状,而且中下部土钉不能满足承载力要求。土性参数中,内摩擦角和凝聚力是导致位移形态发生改变的主要因素,侧压力系数主要引起位移大小的变化。支护参数中,土钉密度突出控制钉间土体位移;土钉长度在砂土中控制上部位移显著,软黏土中抑制下部位移更明显;土钉刚度的影响体现为钉土刚度比的影响,主要由插筋刚度控制,而随土类变化并不明显;并得出了各支护参数的临界值。     

淤泥质软土动态流变特性与流变参数研究

实际调查和理论分析表明,软弱岩土具有流变特性,动态载荷作用加速了软弱岩土的流变行为,成为诱发岩土地质灾害的重要因素和主要动力。在测试分析动载作用下淤泥质软土的流变力学特性基础上,建立了动态黏弹塑性流变力学模型和流变方程,推导出动态流变参数计算式;通过测试,分析了动态剪切作用频率、动态剪切应变、淤泥质软土含水率等因素对动态流变参数影响特性。研究结果对揭示动载作用下淤泥质软土动态流变特性与流变参数影响变化规律,探索软弱岩土突发地质灾害的流变动力学机制等具有一定的理论和现实意义。     

裂隙网络模拟与REV尺度研究

研究了利用平面四边形模拟节理岩体三维裂隙网络的方法。在生成裂隙网络时,同时考虑结构面几何参数和力学参数的随机性。利用裂隙网络研究了确定岩体REV尺度的指标。在此基础上,编制了岩体裂隙网络模拟程序、裂隙网络图形输出程序和岩体REV尺度指标分析程序。通过算例分析,验证了研究成果及程序的合理性,并得出了岩体REV尺度约为各组裂隙中最大迹长期望值3~4倍的结论。研究成果为后续计算岩体等效力学参数奠定了基础。     

用水位恢复数据反演越流承压含水层参数

水文地质勘测中,由于水位恢复阶段没有人力和机械因素干扰,由测量数据可以画出平滑的曲线,更适宜于分析水文地质参数,但经典非稳定流Theis公式和Theis水位恢复法所依据的若干假设条件在实际中难以满足。针对越流承压含水层具有补给条件而很快稳定以及非稳定抽水阶段流量常“抖动”的特点,论证了利用稳定流量和Hantush-Jacob越流模型计算的可行性,并用扩展的卡尔曼滤波器反演水文地质参数,经文献中历史数据和实地抽水试验检验结果表明,由该方法反演的预测值和实测值吻合良好。     

剪胀性砂土本构模型的研究

对于中密砂和密砂,剪胀现象是一个比较显著的特征,相变线是描述剪胀现象的一条特征线,它比较容易确定。因此,以相变线作为状态参考线,提出并定义了一种状态参量,在已有弹塑性模型基础上,将状态参量引入剪胀方程和塑性硬化模量表达式中,建立了一个新的考虑砂土剪胀性的本构模型。该模型尤其适合于中密砂和密砂,对于松砂则退化为原弹塑性模型。模型形式较简单,包含9个材料参数,且比较容易确定。数值模拟结果与试验数据吻合较好。     

岩土体物理力学参数对岩质滑坡稳定性的影响

采用有限元-极限平衡法研究了含软弱滑动带的岩质滑坡滑动体、滑动带和滑床的密度、弹性模量和泊松比及滑动带的抗剪强度对滑坡稳定性的影响。结果表明:滑床密度、滑体及滑动带的弹性模量、滑动带及滑床的泊松比和滑动的抗剪强度指标与滑坡稳定性系数呈正相关关系,而滑体及滑动带土体密度、滑床的弹性模量和滑体的泊松比与滑坡稳定性系数呈负相关关系;软弱滑动带的抗剪强度对滑坡稳定性的影响最显著,其次为软弱滑动带的泊松比和滑床的弹性模量,其他参数的影响相对较小。      

从国家自然科学基金资助项目看喀斯特学科基础研究的发展

通过对国家自然科学基金资助的喀斯特基础研究项目分析,表明其资助对喀斯特基础研究的发展和研究队伍的培养都起到了重要支撑和导向作用。喀斯特基础研究项目的主题从最初的地质地貌和水文等逐步过渡到喀斯特生态环境问题及古环境和古气候重建等方面。而鉴于喀斯特基础研究的地域特点,不断加大的地区基金支持力度和资助额度应该有利于对喀斯特地域特色的生态环境和生物资源等的研究和保护。文章还就喀斯特基础研究中的石漠化问题的薄弱面进行了探讨,认为加强这些方面的资助必将对促进其科学问题的解决和为石漠化的治理奠定坚实科学基础。      

改革开放以来中国城市等级体系演变的基本特征

选取372个设市城市作为样本,在构建1987年、2005年城市规模数据集的基础上,对比分析了城市规模位序变动的特征,以此刻画近30年来中国城市等级体系演变的基本轮廓.研究发现:城市规模序列呈现大规模、大幅度的变动;城市位序变动随城市规模等级呈现分异特征,城市规模等级越小,城市位序变动越明显;城市规模增长还表现为明显的区域差异性.对变动幅度较大的138个城市进行典型观察,结果显示:成长明显的城市具有地域集中性,在交通沿线和沿海地区尤为突出,城市规模位序的提升与地区经济发展密切相关,部分旅游城市上升明显,而资源型城市则明显下降,城市的成长受行政性调整力量影响较大.     

Influence of environmental, root, and stand parameters on soil surface CO2 efflux in a Populus euphratica of desert forest in extreme arid region

Spatial variation in soil surface CO2 efflux was measured in a stand of Populus euphratica in the Ejina Oasis of desert riparian forest in the extreme arid region in northwestern China from April 2007 through October 2007.Measurements were taken with a gas-exchange analyzer linked to a soil-respiration chamber.The mean soil CO2 efflux in the stand was 2.71 μmol/(m2·s) during the growing season and 1.38 μmol/(m2·s) in the nongrowing season.The seasonal maximum (end of May through early June) andminimum (October) CO2 efflux were 3.38 and 0.69 μmol/(m2·s),respectively.The diurnal fluctuation of CO2 efflux was relatively small (< 20 percent),with theminimum appearing around 05:00 and the maximum around 15:00.Linear regression analysis showed soil-surface CO2 efflux to be most highly correlated with soil temperature (R2=0.435) and soil moisture (R2=0.213).When all variables were considered simultaneously,only soil temperature (R2=0.378),soil moisture (R2=0.147),and root volume density (R2=0.021) explained a significant amount of variance in soil surface CO2 efflux.Stand volumes were not correlated with soil CO2 efflux on our sites.