黑龙江十五里桥金矿龙江组火山岩地球化学特征及构造背景分析

对十五里桥龙江组岩性组合与地球化学研究结果表明：龙江组火山岩SiO₂为53.56%~73.43%,Al₂O₃为14.90%~18.74%,K₂O为1.76%~4.20%,为高钾钙碱性系列.样品稀土元素标准化配分曲线表现为轻重稀土分馏明显,显示弱的铕负异常或无异常.微量元素标准化配分曲线表现为富集大离子亲石元素（LILE）Rb、K、Sr、Ba,亏损高场强元素（HFSE）Nb、Ta、Ti.样品Rb/Sr比值介于0.04~0.43,Ti/Y比值介于144.23~492.19.在构造环境判别图解上,样品位于火山弧区和大陆弧、后碰撞弧区,表明龙江组是板块俯冲和碰撞造山转换背景下下地壳部分熔融的产物.     

Modern Sedimentation of Phosphorus and Its Microbial Decomposition and Concentration: An Example from Dianchi Lake, Yunnan, China

Dianchi Lake is one of the lakes with the richest phosphorus source in the world, in which the P2O5 content in the bottom sediments reaches averagely 0.51 wt % and maximally 1.92%. Studies indicate that this: extremely P-rich state is attributed mainly to the large volume (as high as hundred thousands of tons) of phosphatic matter coming into the lake as many rivers feeding the lake pass through a vast area of phosphate-mining districts, which then undergo weathering and particularly some human activities, including waste water discharge. When phosphatic matter enters the lake, its grained parts are firstly decomposed by phosphorus-decomposing bacteria, and finally accumulated in some geographically special parts of the lake, such as a bay area where water flow is much more slower than elsewhere in the lake. With the involvement of phosphorus-concentrating bacteria, the accumulated phosphates in the bottom sludge ultimately form phosphate minerals through deep-burial diagenesis.     

公伯峡面板堆石坝流变变形的反演分析

采用沈珠江等提出的流变模型,根据公伯峡面板堆石坝坝体填筑竣工到蓄水前的沉降监测资料,进行反演分析得到相应的流变参数,并用该参数对大坝应力变形进行了计算分析。沉降点监测值和计算值变动规律比较一致,说明了流变模型的有效性;由于坝体堆石料的流变,面板的受力变形在运行期内呈现一定规律性的变化,并逐渐趋于稳定     

挤压墙工法对面板堆石坝应力变形影响规律研究

利用三维有限元数值模拟方法,分析了采用挤压墙的面板堆石坝的应力变形规律。与不采用挤压墙和采用半挤压墙型式的方案进行比较,研究了挤压墙的存在及其型式对于面板堆石坝应力变形响应的影响。计算结果表明,挤压墙的存在及其型式对于坝体的应力变形以及面板挠度变形影响较小;对面板的应力分布情况有一定影响,但不会对面板安全性产生明显影响;挤压墙的存在有利于减小周边缝的沉陷变位。     

珠江三角洲GZ-2孔全新统孢粉特征及古环境意义*

根据珠江三角洲GZ-2孔测年结果、岩相特征和孢粉地层信息推断,该地区全新统约在6.0 ka BP开始沉积, 全新统孢粉组合特征与更新统相比有明显的区别,表明全新世与更新世的气候相比有明显变化。孢粉与沉积信息揭示,全新世本区气候基本以暖湿为主,气候波动不大,在5.0～2.4 ka BP表现最为热湿,在2.4～1.9 ka BP相对偏凉干,随后恢复暖湿。在这些相对较明显的波动中还包含有次一级的微弱波动。除了反映气候变化,孢粉信息也指示了一定的沉积环境变迁以及人类活动信息。该区在中全新世经历了一次明显的海侵过程,进入晚全新世后人类活动对三角洲植被和环境的影响加剧, 期间水深逐渐变浅,沉积环境由河口湾、浅海、滨海潮滩逐渐演变为三角洲平原,区域气候的变化与海平面变化趋势基本一致。     

西藏改则地区在东亚季风前期大气层特征

利用JICA项目改则站第二阶段加密探空观测资料,着重揭示了该地区大气层结构的观测事实,尤其是边界层风、温、湿特征。主要结论如下:(1)该地区不论是对流层还是边界层,温度递减率都较大,白天可以接近或超过干绝热直减率,在清晨出现逆温的频率较多。(2)该地区白天近地层存在逆湿现象,近地层上部是否存在逆湿现象与天气和下垫面背景有关。(3)该地区近地层风速极值也出现在早晚时刻,白天风速较小。边界层风则随高度呈多峰值变化。      

基于瑞典条分法的应变软化边坡稳定性评价方法

引入简化的应变协调方程,基于瑞典条分法的基本原理,提出一个新的能够考虑土的剪应力-应变关系的应变软化边坡稳定性简化分析方法。推导了该方法的计算公式,提出了具体算法并编制了计算程序,分析了不同应变软化特性的边坡稳定性。实际应用表明,该方法简单可靠、效率较高,计算所采用的分条数量和初始滑裂面位置对计算结果精度的影响均很小。应变软化边坡的安全系数介于基于峰值强度和残余强度的极限平衡条分法计算结果之间,具体数值不仅取决于土的抗剪强度指标,还与其剪应力-应变关系密切相关。     

粗粒土与结构接触面三维本构关系及数值模型

基于试验结果,探讨了粗粒土与结构接触面的三维力学特性,该接触面在三维剪切时两个方向上的剪应力-应变关系表现出较强的耦合特性,但其主剪应变的大小只与主剪应力的大小有关。基于提出的接触面弹塑性损伤理论,建立了描述三维条件下接触面力学特性的本构模型及其数值格式。编制了有关程序,采用该模型对接触面的力学响应进行了预测。预测结果表明,建立的接触面三维本构关系及数值模型是合理和可行的,能够较好地反映包括剪切耦合特性在内的接触面主要力学特性。     

海南岛双池玛珥湖全新世磁化率及其环境意义

海南岛双池玛珥湖沉积物磁化率高分辨率的时间序列分析表明,磁化率与粒度指标和粘土矿物含量存在相关关系,磁化率突变往往对应于沉积物的突变界面,因此与沉积相变化可以对比.磁化率与碳、氮含量呈负相关,表明湖泊的有机质生产力高时磁化率较低.多指标的对比分析进一步证明了中国热带全新世高温期为:7 200～2 700aBP,高温期从炎热而降雨量相对低的稳定时期过渡到频繁变动的气候不稳定阶段;晚全新世,尤其在2 700aBP左右,气候模式发生了重大转折,波动幅度变大,可能与厄尔尼诺-南方涛动(ENSO)活动性增强有关.海     

Seismic deformation and seismic resistance analysis of Shapai Roller Compacted Concrete Arch Dam based on field monitoring and dynamic finite element method

Shapai Roller Compacted Concrete(RCC) Arch Dam is the highest RCC arch dam of the 20th century in the world with a maximum height of 132m,and it is the only concrete arch dam near the epicentre of Wenchuan earthquake on May 12th,2008.The seismic damage to the dam and the resistance of the dam has drawn great attention.This paper analyzed the response and resistance of the dam to the seismic wave using numerical simulations with comparison to the monitored data.The field investigation after the earthquake and analysis of insitu data record showed that there was only little variation in the opening size at the dam and foundation interface,transverse joints and inducing joints before and after the earthquake.The overall stability of the dam abutment resistance body was quite good except a little relaxation was observed.The results of the dynamic finite element method(FEM) showed that the sizes of the openings obtained from the numerical modeling are comparable with the monitored values,and the change of the opening size is in millimeter range.This study revealed that Shapai arch dam exhibited high seismic resistance and overload capacity in the Wenchuan earthquake event.The comparison of the monitored and simulated results showed that the numerical method applied in this paper well simulated the seismic response of the dam.The method could be useful in the future application on the safety evaluation of RCC dams.