延庆规划新城软弱粘性土工程特性研究

延庆规划新城存在大面积的软弱粘性土,严重影响了新城土地工程能力。本文主要针对新城地层结构及沉积演化特点,对软弱粘性土的物质成分、微结构特征以及土的物理力学参数等进行了分析,研究了该地区软弱粘性土各项参数之间的相关性,建立了多组参数间的线性回归方程,为日后规划新城大规模的建设,提供了工程地质参考和依据。     

http://www.sciencedirect.com/science/article/pii/S1674987114000395

The study of fluid inclusions in high-grade rocks is especially challenging as the host minerals have been normally subjected to deformation, recrystallization and fluid-rock interaction so that primary in- clusions, formed at the peak of metamorphism are rare. The larger part of the fluid inclusions found in metamorphic minerals is typically modified during uplift. These late processes may strongly disguise the characteristics of the ＂original＂ peak metamorphic fluid. A detailed microstructural analysis of the host minerals, notably quartz, is therefore indispensable for a proper interpretation of fluid inclusions. Cathodoluminescence （CL） techniques combined with trace element analysis of quartz （EPMA, LA- [CPMS） have shown to be very helpful in deciphering the rock-fluid evolution. Whereas high-grade metamorphic quartz may have relatively high contents of trace elements like Ti and A1, low- temperature re-equilibrated quartz typically shows reduced trace element concentrations. The result- ing microstructures in CL can be basically distinguished in diffusion patterns （along microfractures and grain boundaries）, and secondary quartz formed by dissolution-reprecipitation. Most of these textures are formed during retrograde fluid-controlled processes between ca. 220 and 500 ℃, i.e. the range of semi-brittle deformation （greenschist-facies） and can be correlated with the fluid inclusions. In this way modified and re-trapped fluids can be identified, even when there are no optical features observed under the microscope.     

三轴应力状态下盐岩强度分析探讨

通过分析盐岩在三轴应力状态下的变形,说明了较高围压下盐岩的大变形特性,提出了三轴应力状态下,利用轴向荷载除以试件初始横截面面积得到应力-应变关系存在的问题,据此对工程应变和对数应变进行了分析和对比,阐明了这两种应变的适用条件,并开展了不同围压下的试验测试和对试验结果对比分析。研究揭示了应利用对数应变分析盐岩的大变形特性和对变形后的应力进行修正,得到了盐岩的工程应变和对数应变均可表示为围压的线性函数,围压为20 MPa时的轴向压缩变形量是5 MPa时的3.09倍。围压越高,对数应变修正得到的最大轴向应力与不修正的差值越大,用对数应变修正后的轴向应力低于不修正的结果,围压达到20 MPa时,前者仅为后者的63.85%。     

低频循环荷载下盐岩轴向蠕变的Burgers模型分析

为了研究盐岩在低频循环荷载作用下的蠕变特性,采用恒轴压、循环围压的应力加载方式对盐岩开展了低频循环荷载蠕变试验。试验结果显示,当蠕变时间较短时,盐岩轴向蠕变曲线近似为平滑曲线,波动性不大;当时间增加到一定程度以后,盐岩变形随围压变化而发生明显的波动。总体来看,循环荷载下盐岩轴向蠕变曲线与Burgers模型蠕变曲线较为相似。将Burgers模型分解为Maxwell模型和Kelvin模型,忽略材料的疲劳效应,分别推导了恒轴压、循环围压应力加载方式下Maxwell模型和Kelvin模型的轴向蠕变方程,分析了荷载循环周期对模型蠕变性的影响规律;将循环荷载下Maxwell模型和Kelvin模型的轴向蠕变方程进行叠加,得到了循环荷载下Burgers模型的轴向蠕变方程,并利用盐岩蠕变试验结果对其合理性进行了验证。结果表明:拟合曲线和试验曲线吻合良好,该模型能够较好地反映盐岩在循环荷载作用下的蠕变特性和荷载变化对盐岩蠕变性的重要影响,特别是能够反映出不同荷载循环周期下盐岩变形随荷载变化而发生的明显的波动现象。     

考虑桩-土体系渐进破坏的单桩承载特性研究

针对目前桩基承载特性确定时未考虑桩-土体系渐进变形过程的现状,采用现场试验和理论分析等手段对考虑桩-土体系渐进破坏的单桩承载特性展开研究。首先,利用现场试验数据对侧阻和端阻的软化特性展开深入探讨,提出了侧阻和端阻软化模型,明确了模型中各参数取值方法,并验证了其合理性。同时,根据提出的侧阻和端阻软化模型,建立了一种可考虑桩-土体系渐进破坏的单桩承载特性的迭代算法。算例分析表明,计算获得的破坏性单桩承载特性与实测值有较好的一致性,且可反映侧阻和端阻的破坏特性。实际工程中,结合单桩承载特性分析算法,可根据单桩的实际受力特点灵活选用不同形式的侧阻和端阻荷载传递函数来分析不同桩顶荷载水平下的单桩受力特性。     

遥仰宇宙 感知地球

遥感,又称Remote Sensing,简称RS。一般指运用传感器/遥感器对物体的电磁波的辐射、反射特性的探测,并根据其特性对物体的性质、特征和状态进行分析的理论、方法和应用的科学技术。1957年第一颗人造地球卫星升空标志着人类进入了太空时代,从此人类以崭新的角度开始重新认识自己赖以生存的地球。     

Quality assessment and hydrogeochemical characteristics of groundwater in Agastheeswaram taluk,Kanyakumari district,Tamil Nadu,India

The present study investigates the hydrogeochemical characteristics of groundwater quality in Agas- theeswaram taluk of Kanyakumari district, Tamil Nadu, India. A total of 69 groundwater samples were collected during pre- and post-monsoon periods of 2011-2012. The groundwater quality assessment has been carried out by evaluating the physicochemical parameters such as pH, EC, TDS, HCO3, Cl, SO42-, Ca2＋, Mg2＋, Na＋ and K＋ for both the seasons. Based on these parameters, groundwater has been assessed in favor of its suitability for drinking and irrigation purpose. Dominant cations for both the seasons are in the order of Na＋〉 Ca2＋〉 Mg2＋ 〉 K＋ while the dominant anions for post monsoon and pre monsoon have the trends of CI 〉 HCO3 〉 SO42- and HCO3- 〉 CI 〉 SO42-, respectively. Analytical results observed from various indices reveal that the groundwater quality is fairly good in some places. Analytical results of few samples show that they are severely polluted and incidentally found to be near the coasts, estuaries and salt pans in the study area. The Gibbs plot indicates that the majority of groundwater samples fall in rock dominant region, which indicates rock water interaction in the study area. The United States salinity （USSL） diagram shows that the groundwater is free from sodium hazards but the salinity hazard varies from low to very high throughout the study area. This reveals that the groundwater is moderately suitable for agricultural activities. The observed chemical variations in pre-monsoon and post-monsoon seasons may be the effect to rock-water interactions, ion-exchange reactions, and runoff of fertilizers from the surrounding agricultural lands.     

轻度沙埋对典型荒漠植物的影响北大核心CSCD

中国西北干旱区以荒漠生态系统为主体,是中国典型脆弱生态系统。沙埋对该区域植物生存和生长、植被分布和组成以及荒漠生态系统功能和结构有重要影响。以典型荒漠植物梭梭(Haloxylon ammodendron)、柽柳(Tamarix chinensis)、白刺(Nitraria tangutorum)、沙拐枣(Calligonum mongolicum)为研究对象,对比研究了轻度沙埋和非沙埋植物在生理和生长方面的差异,并从土壤盐分、土壤水分、土壤温度等方面探究了造成这种差异的原因。结果表明:轻度沙埋环境下,梭梭、柽柳、白刺、沙拐枣的光合速率普遍高于非沙埋植株,蒸腾速率显著低于非沙埋植株,水分利用效率也均高于非沙埋植株。轻度沙埋梭梭、柽柳、沙拐枣、白刺株高明显低于非沙埋植株,但地径、冠幅、叶面积指数普遍高于非沙埋植株。主要原因是轻度沙埋植物下方土壤黏粒含量、土壤湿度高于非沙埋植物下方,轻度沙埋植物下方土壤温度、含盐量低于非沙埋环境。     

青藏高原东北部观赏地被植物马蔺根系固土护坡效应研究

为了进一步丰富青藏高原东北部地区植被护坡工程植物选择,推动区内植被护坡工程实用性和观赏性兼顾发展。该项研究以青藏高原东北部观赏地被植物马蔺为研究对象,以青海省大通县朔北藏族乡至东峡镇之间区域为研究区,在野外植物分布特征和生长特征调查的基础上,结合单根拉伸试验和重塑根-土复合体三轴压缩试验,定量评价了野生马蔺植株和根系生长特征、单根抗拉特性以及根系对土体抗剪强度的增强效应。试验结果表明：马蔺主要分布在研究区内洪积扇、坡积裙和河漫滩等地貌单元,立地条件包括上述地貌单元内的林下坡地、田间、道旁、湿地、荒地等;通过选取两处试验区开展调查可知,马蔺平均株高、冠幅和植株密度分别为75.22±11.40 cm、106.09±25.62 cm和1.51±0.55 株/m2;马蔺标准株根系分布深度可达50 cm,主要分布在0~30 cm深度范围内,根幅约40~50 cm;马蔺根径为0.20～0.70 mm,单根抗拉力、抗拉强度和延伸率平均值分别为7.94±2.91 N,46.30± 11.06 MPa和54.17%±17.08%,随着根径的增大,单根抗拉力和单根抗拉强度分别呈幂函数增大和幂函数降低关系,单根极限延伸率随着根径的增大呈逐渐增大变化趋势,但二者之间未表现出相对显著性的关系;马蔺根系对土体黏聚力和内摩擦角均有增强作用,可分别显著增强0~30 cm和0~10 cm深度范围内土体黏聚力和内摩擦角,且对土体黏聚力的增强作用较为显著。该项研究成果对于选用观赏地被植物马蔺进行研究区坡面水土流失、浅层滑坡等地质灾害现象的生态防护工作,具有理论研究价值和实际指导意义。     

GPS历元比较时间对齐方法

基于“齿轮转动”思想,本文设计了对GPS历元时间对齐比较的方法,实现了两个GPS历元文件各历元准确遍历自动查询,有效解决了历元比较时间对齐耗时、费力问题;通过文件两两比较可实现三文件比较,该方法查询速度快、省时简便,同时为其他具有相同特性的数据比较提供了很好的经验,具有较好的实际应用价值。