Seismic wave velocities of rare gas solids through elastic properties in Earth’s lower mantle     

Seema GUPTA  Suresh C. GOYAL 《中国科学D辑(英文版)》2009,52(10):1599-1611

The expressions for second (SOE) and third order elastic (TOE) constants for rare gas solids are derived for comparative study of elastic behavior within the framework of many body potentials including the effect of pressure. The derived expressions are used to obtain the relations for pressure derivatives of bulk and shear moduli of RGS solids. The values of SOE, TOE constants and pressure derivative of bulk and shear modulus for Ne up to 100 GPa, Ar up to 75 GPa, for Kr up to 136 GPa and Xe up to 53.4 GPa...  相似文献   

Influence of the construction process and nonstructural components on the modal properties of a five‐story building          下载免费PDF全文

Rodrigo Astroza  Hamed Ebrahimian  Joel P. Conte  José I. Restrepo  Tara C. Hutchinson 《地震工程与结构动力学》2016,45(7):1063-1084

A full‐scale five‐story reinforced concrete building was built and tested on the NEES‐UCSD shake table during the period from May 2011 to May 2012. The purpose of this test program was to study the response of the structure and nonstructural components and systems (NCSs) and their dynamic interaction during seismic base excitation of different intensities. The building specimen was tested first under a base‐isolated condition and then under a fixed‐based condition. As the building was being erected, an accelerometer array was deployed on the specimen to study the evolution of its modal parameters during the construction process and placement of major NCSs. A sequence of dynamic tests, including daily ambient vibration, shock (free vibration) and forced vibration tests (low‐amplitude white noise and seismic base excitations), were performed on the building at different stages of construction. Different state‐of‐the‐art system identification methods, including three output‐only and two input‐output methods, were used to estimate the modal properties of the building. The obtained results allow to investigate in detail the effects of the construction process and NCSs on the dynamic parameters of this building system and to compare the modal properties obtained from different methods, as well as the performance of these methods. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

Field and large scale laboratory studies on dynamic properties of emplaced municipal solid waste from two dump sites at Delhi,India     

《Soil Dynamics and Earthquake Engineering》2016

Dynamic properties of municipal solid waste (MSW) from two dump sites located at Delhi, India are evaluated from field and large scale laboratory tests. Shear wave velocity (V_s) profiles of MSW, measured at these two sites using surface wave techniques, are in range of V_s data reported for MSW landfills worldwide. Representative bulk MSW samples were collected from large test pits excavated at the two dump sites to determine the near surface unit weight. Large scale undrained cyclic triaxial (CTX) tests were conducted on reconstituted MSW specimens to investigate the effect of various parameters such as composition, confining pressure, number of loading cycles, loading frequency and saturation on the dynamic properties. Undrained CTX tests, conducted on the specimens with and without fibrous materials demonstrated the effect of fibrous waste constituents on the stiffness and damping behavior of MSW. Specimens consisting of fibrous waste constituents such as plastics and textiles exhibited significantly less modulus reduction compared to specimens with negligible amount of fibrous content. The modulus reduction (G/G_max) and material damping ratio curves derived from the present study are in the range reported for MSW in the literature. The G/G_max curves from present study are in good agreement with curves recommended for MSW at Tri-Cities landfill in USA and Tianziling landfill in China. Dynamic properties evaluated from the present study add to the growing database of the worldwide dataset and can be useful for evaluating the seismic stability and associated permanent deformations of the existing dumps in and around Delhi.  相似文献   

膨胀土地区机场跑道的地基处理研究          下载免费PDF全文

王文良  王晓谋  王家鼎 《地震工程学报》2016,38(3):431-438,444

为解决在膨胀土山区修建机场时跑道地基处理的问题,以安康地区膨胀土为研究对象,在对现行石灰改良膨胀土施工控制参数常用方法分析的基础上,进行膨胀土及石灰改良膨胀土的膨胀性能和强度的相关试验。研究结果表明:随着石灰掺量的增加,最优含水率增大,最大干密度减小,胀缩潜势呈降低趋势,石灰掺量与最大干密度呈非线性关系,在石灰掺量达到9%时有荷膨胀率变化的规律性很强;相同石灰掺量改良土的CBR与击实功、含水量等因素有关,并不随着压实系数增加而增大。掺加石灰的比例对石灰改良膨胀土的强度增长影响较大,石灰掺量9%时的CBR值明显大于其他掺量;相同压实系数下石灰掺量3%和6%改良膨胀土的压缩性比较接近,石灰掺量增加到9%时其压缩性明显降低。结合试验结果,提出用石灰改良膨胀土对跑道进行地基处理,并以膨胀性指标作为主要控制指标、强度指标作为验证指标来确定施工参数。  相似文献   

砂岩的高温损伤与模量分析     

王鹏  许金余  刘石  陈腾飞  方新宇 《岩土力学》2014,35(Z2):211-216

通过定义砂岩试样压缩破坏过程的4个阶段模量,对高温（25℃～1 000℃）后砂岩压缩破坏的应力-应变全过程进行定量研究。分析砂岩高温后的模量特征和超声特性,并基于压缩模量定义高温作用后砂岩试样的热损伤因子,对不同温度作用后的砂岩试样进行损伤分析,发现高温后砂岩压缩破坏具有明显的阶段性特征;4个阶段的阶段模量随温度的变化规律各有不同;压密模量与纵波波速具有很强的相关性;基于压密模量定义的高温后砂岩试样热损伤因子避开了基于纵波波速定义方法,未考虑温度对密度和泊松比影响的缺陷,更具科学性;25～200 ℃温度区间内砂岩试样热损伤对温度最敏感。研究成果对高温环境岩石工程具有一定的指导意义。  相似文献   

某尾矿坝毛细水带内的坝体材料物理力学特性研究   总被引：1，自引：0，他引：1  

张志军  李亚俊  贺桂成  章求才  韩艳杰  常健  刘玄钊 《岩土力学》2014,35(6):1561-1568

毛细水的存在将使尾矿坝坝体材料的物理力学特性发生较大变化,这种变化对尾矿坝的安全稳定势必产生影响,而国内外在此方面的研究工作却鲜有报道。为此,开展了某尾矿坝坝体材料现场取样、室内土工试验工作,并采用自制的毛细水带分层取样试验装置开展了长达6个月的毛细水上升测试工作,通过分层取样及土工试验,得到了毛细水带内尾矿砂的物理力学特性,进而系统地研究了毛细水带尾矿砂的含水率、重度、黏聚力、内摩擦角等物理力学指标随毛细水高度的变化特征。研究发现,毛细水带内尾矿砂的含水率和重度均随毛细高度而减小;黏聚力和内摩擦角的变化均随毛细高度和含水率呈先增大后减小的变化规律,其中内摩擦角的变化规律与以往相关研究所得结论并不完全相符,分析指出,这是由于毛细水和尾矿砂颗粒的表面特性所导致的;简要分析了抗剪强度随毛细高度的变化规律,发现其受毛细作用影响较大,呈先增大后减小的变化趋势。研究结果为坝体、边坡等工程的稳定性研究工作提供了一种新思路,为今后建立考虑毛细水作用下尾矿坝稳定性分析方法和理论奠定了基础。  相似文献   

冻结红砂岩非线性蠕变模型的研究     

单仁亮  宋立伟  李东阳  黄宝龙  刘念  赵文峰 《岩土力学》2014,35(6):1541-1546

对-10℃的冻结红砂岩进行了单轴蠕变试验,应力水平依次为0.36、0.45和0.54,发现当应力水平为0.36和0.45时,红砂岩蠕变为稳定蠕变,当应力水平为0.54时,蠕变为不稳定蠕变。应力水平越高,蠕变达到稳定的时间越长。对蠕变曲线的导函数进行分析,发现红砂岩不稳定蠕变的加速阶段门槛值为13 h。通过对实测数据的拟合,得到了3个应力水平下红砂岩蠕变的经验方程。由开尔文体、改进麦克斯韦尔体和改进陈沅江体串联组成了理论模型,并得到了模型参数,理论曲线与实测曲线吻合较好,能够较好地反映冻结红砂岩的蠕变规律。试验结果为采用冻结法施工的矿井评价冻结壁的稳定性提供了相应的参考。  相似文献   

深海稀软底质土宏观性能与显微结构分析     

马雯波  饶秋华  吴鸿云  郭帅成  李鹏 《岩土力学》2014,35(6):1641-1646

针对取样于太平洋C-C矿区的深海稀软底质土,采用激光粒度分析、液塑限联合测定、氮吸附、固结和直剪等方法对其开展物理和力学性能研究,并通过X射线衍射法和电镜法分析其矿物组成成分和微观结构。研究结果表明：深海稀软底质土为以粉粒为主的黏质土,具有高液限、高塑性,高比表面积、高固结系数、低压缩模量、低抗剪强度等特性,极易造成集矿机的沉陷和打滑。该土样的矿物成分主要由蒙脱石、石英、长石、云母、绿泥石和蛇纹石组成,显微结构为以粉粒和微生物碎片为主的片状链接结构和以黏土矿物为主的蜂窝状絮凝结构相互填充而成。深海稀软底质模拟土的配置原则应以矿物成分、粒径、含水率、比表面积和剪切强度为主,且综合考虑液限、塑限和显微结构。研究结果将为深海集矿机行走特性研究及其优化设计提供重要依据。  相似文献   

新近吹填淤泥地基负压传递特性及分布模式研究     

鲍树峰  莫海鸿  董志良  陈平山  邱青长 《岩土力学》2014,35(12):3569-3576

为深入了解无砂垫层真空预压技术加固新近吹填淤泥地基过程中的负压传递特性和分布模式,依托珠海港高栏港区某新近吹填淤泥地基处理工程开展了现场试验研究,研究结果表明：（1）土工合成材料水平排水垫层中的负压损失程度较严重,至少为16%;整个排水系统内的负压损失程度也较严重,最严重的高达57%。（2）不同深度处土体中的负压传递特性一定程度上受相应位置处淤泥自重沉积规律的影响,粗颗粒含量高的深度位置,其负压衰减程度相应较低;但总体来讲,负压从竖井向土体传递过程中的损失程度很严重,至少67%,这是新近吹填淤泥地基经无砂垫层真空预压技术加固后土体强度增长有限的主要原因。最后,明确给出了该类地基的负压分布模式：水平排水垫层中的负压可考虑为随时间变化的线性衰减模式,而竖向排水体中的负压可考虑为随时间变化的非线性衰减模式。  相似文献   

咸水滴灌林地风沙土中微生物群落代谢特征   总被引：3，自引：0，他引：3  

靳正忠  雷加强  李生宇  徐新文 《中国沙漠》2014,34(2):363-370

选择Biolog技术方法,利用方差分析和主成分分析研究了不同矿化度水滴灌下塔里木沙漠公路防护林地土壤微生物的代谢活性。结果表明：随着培养时间的推移,微生物利用单一碳源的颜色平均变化率（AWCD）呈现升高趋势。培养48 h内小于0.5,处于缓慢增长期;48 h后进入对数增长期;216 h后进入稳定期;衰亡期不明显。随着滴灌水矿化度增大,AWCD值明显降低,这种差异主要由土壤微生物对胺类、酚类化合物、碳水化合物利用的差异所致。土壤微生物群落利用碳源活性的垂直差异明显,70~100 cm土层是AWCD值最高的区域,表层0~5 cm最小。AWCD值与土壤有机质、全氮、全磷、全钾、速效钾、速效磷的含量、pH值、阳离子交换量、容重的正相关系数均大于0.85。因此,土壤微生物利用碳源的代谢活性差异主要由土壤化学性质所致,土壤全量养分和酸碱度是主要驱动因子。胺类、酚类化合物、碳水化合物是区分不同矿化度水滴灌下土壤微生物群落生态功能的敏感碳源。  相似文献