一种新型粘滞阻尼材料的试验研究   总被引：5，自引：0，他引：5  

欧谨  刘伟庆  章振涛 《地震工程与工程振动》2005,25(1):108-112

粘滞阻尼材料是粘滞阻尼器的重要组成部分,其性能直接影响阻尼器的各项性能指标。本文研制了一种新型的粘滞阻尼材料,并通过各项试验对其高温下的热稳定性、化学安定性、耐久性、安全性及动态力学性能进行了深入研究。试验表明,本文研制的粘滞阻尼材料具有安全、稳定、耐久性好、耗能能力强等特点,可满足结构耗能构件的要求。  相似文献   

滇中前震旦纪地层内铅锌矿床硫、铅同位素特征及对成矿物质来源指示     

陈欣彬 《地质与勘探》2017,53(2):227-236

滇中前震旦系主要位于扬子地块西南缘,元谋-绿汁江断裂以东、普渡河-滇池断裂以西,岩浆活动强烈导致该区地壳结构复杂,具有"多层结构"的特点。据统计,赋存在昆阳群中的铅锌矿床(点)有近20处,其赋矿地层主要为:大龙口组(Pt_2d)、黑山头组(Pt_2hst)、鹅头厂组(Pt_2e)。本文优选大笑、热水塘硫铅同位素进行系统分析对比,总结指示成矿流体与指示物质来源。研究结果显示:赋存在前震旦纪铅矿矿床~(34)S值变化范围在6.33‰~14.99‰,成矿流体的总硫同位素值(δ~(34)SΣS)12.17‰。由此可见,赋存在前震旦纪地层中铅锌矿床硫化物主要为混合硫来源,硫同位素的来源具有多源性的特点。东川大笑铅锌矿:~(206)Pb/~(204)Pb变化范围为18.282~18.391,~(207)Pb/~(204)Pb变化范围为15.491~15.515,208Pb/204Pb变化范围为38.287~38.326,主要分布于地幔、造山带演化线。热水塘铅锌矿:~(206)Pb/~(204)Pb变化范围17.702~18.512,~(207)Pb/~(204)Pb变化范围15.626~15.72,~(208)Pb/~(204)Pb变化范围37.504~38.528,主要分布在造山带演化线附近。μ、ω值的变化范围表明所分析样品铅同位素均属于异常铅,说明其成矿物质多来源。因此,铅同位素主要来自地幔、上地壳和造山带,暗示成矿物质来源具有多源型特点。  相似文献   

滇西勐满金矿床成矿物质来源分析及矿床成因探讨——来自年代学、矿物学及地球化学的证据     

贾福东  张长青  毛景文  刘欢  周云满  孟旭阳  李建荣  孙嘉 《矿床地质》2017,36(5):1093-1126

勐满金矿床位于云南省勐海县境内,地处临沧-景洪褶皱束之临沧-澜沧复背斜南部,截至2005年探明金矿资源量17t,主矿体属于地表红土型氧化矿,平均品位为0.60×10-6。文章基于对勐满金矿床矿区内新元古界曼来组片岩和中侏罗统花开左组碎屑岩及矿区外围东部的临沧花岗岩的LA-ICP-MS锆石U-Pb年龄测定,探讨了曼来组片岩和花开左组碎屑岩地层的物质来源,追溯母岩的物质源区,并结合矿区普遍发育的硅化岩和硅质脉体的地球化学特征,分析了金成矿的物质来源。勐满金矿床曼来组中主要碎屑锆石年龄为(957.0±9.8)Ma,属新元古代早青白口纪;中侏罗系花开左组主要碎屑锆石年龄为(224.2±2.8)Ma,与临沧花岗岩基中2件黑云母二长花岗岩的年龄(分别为(228.7±2.8)Ma和(229.4±2.0)Ma)一致,表明花开左组地层的物质来源可能与临沧花岗岩有关。微量元素测试结果显示,矿区硅化岩与硅质脉体具有相似的稀土元素配分模式与微量元素组成,均表现为富集U、Th、Pb等大离子亲石元素,亏损Zr、Hf、Nb、Ta等高场强元素,轻稀土元素明显富集,重稀土元素亏损,中-弱的Eu负异常,Ce异常不明显,与矿区围岩及临沧花岗岩体南部的黑云母花岗岩具有相似的变化趋势。硅化岩稀土元素总量为42.3×10-6~311.0×10-6,平均为131.8×10-6;硅质脉体稀土元素总量为5.0×10-6~280×10-6,平均为56.8×10-6,显示硅化岩相对于硅质脉体具有更高的稀土元素总量。硅质脉体((La/Yb)N为4.3~133.4,平均36.7)相对于硅化岩((La/Yb)N为2.1~26,平均为8.5)具有更高的轻、重稀土元素分馏特征。硅化岩的地球化学特征变化介于围岩与硅质脉之间,表明硅化岩既继承了围岩特征,又有经热泉活动改造的痕迹。综合锆石年代学结果与沉积物源分析,认为矿区花开左组砂岩主要为临沧岩体经受风化搬运沉积的产物,曼来组向花开左组提供金的量不足以形成花开左组中的碎屑岩型矿体,热泉活动产生的流体是金成矿的另一重要物质来源,同时是导致金后期富集的重要因素。据此推断,花开左组是赋矿层位,而并非矿源层。结合低硫型矿床标志性矿物冰长石的出现,提出勐满金矿属于典型的与热泉活动有关的低硫型浅成低温热液金矿。  相似文献   

Unconfined Expansion Test (UET) for measuring the tensile strength of organic soft rock     

《Computers and Geotechnics》2017

An Unconfined Expansion Test (UET) is presented for measuring the tensile strength of Intermediate Geotechnical Materials (IGM). The test is performed by generating radial cavity expansion inside a cylindrical specimen. Pressure redistributes evenly around the cavity wall during the test. Tensile failure initiates on the weakest plane around the cavity and radially propagates across the specimen. By also capturing the stress-strain relationship and deriving the shear modulus, a UET is also capable of measuring the tensile elastic modulus of the material. An eXtended Finite Element Method (XFEM) analysis using Abaqus/Standard has been carried out to verify the UET test results.  相似文献   

完善上海市海洋倾废管理的对策研究          下载免费PDF全文

胡险峰  蒋真毅  莫磊 《海洋开发与管理》2017,34(8):70-74

文章分析上海市海洋倾废管理在法制建设、资源化利用、倾倒活动控制、采样检测和评价标准、审批效率以及倾废监管机制等方面存在的问题,针对问题提出加快推进海洋倾废管理法制建设、引导促进疏浚泥的资源化利用、科学调控海洋倾废活动、制定新的疏浚物采样和成分检测评价标准、通过审批标准化提高审批效率、建立海洋倾废综合监管机制6个方面的对策措施,从管理、审批和执法3个环节对海洋倾废活动实施全方位、全覆盖和全过程监管,为上海市海洋环境综合管理提供保障。  相似文献   

考虑椭圆化和材料各向异性的管道极限弯矩承载力解析解研究     

王慧平  李昕  周晶 《海洋工程》2017,35(1):71-79

已有的管道极限弯矩承载力解析方法忽略了截面的椭圆化变形,且假设管道截面达到全塑性抵抗力,这对于薄壁管道是不合理的。针对这些不足,在已有解析解的基础上,考虑管道截面塑性区的椭圆化变形以及管道轴向与环向材料的各向异性,推导了管道在内压、轴向力和弯矩联合荷载作用下的极限弯矩承载力解析解。并通过定义材料屈服后不同的广义模量,提出了管道极限弯矩承载力的上限解析解和下限解析解。在此基础上,研究了材料各向异性系数、径厚比以及初始荷载等参数对极限弯矩承载力上限和下限解析解的影响,并得到了一些有益的结论。  相似文献   

Dredged marine sediments used as novel supply of filling materials for road construction     

Dongxing Wang  Nor Edine Abriak  Rachid Zentar 《Marine Georesources & Geotechnology》2017,35(4):472-480

The dredged marine sediments are classified as waste and how to deal with such kind of abandoned materials is a great challenge. The main objective of this experimental work is to provide a novel way to reuse dredged sediment as filling materials in road section. The laboratory dewatering test is performed to model the in situ evaporation and dewatering process of untreated and treated sediment with chemical binder. The impact of binder amount and time is discussed on the change of water content influenced by evaporation. To valorize dredged sediments as roadbed materials, a hydraulic binder is incorporated to investigate its effect on the bearing capacity and strength performance. The suitability of stabilized sediment is assessed based on the obtained mechanical results followed by a detailed discussion on the in situ test roads.  相似文献   

Compression and strength behavior of cement–lime–polymer-solidified dredged material at high water content     

Xia Bian  Guo-Quan Ding  Zhi-Feng Wang  Yu-Peng Cao  Jian-Wen Ding 《Marine Georesources & Geotechnology》2017,35(6):840-846

  相似文献   

A simplified 3 D.O.F. model of A FEM model for seismic analysis of a silo containing elastic material accounting for soil–structure interaction     

《Soil Dynamics and Earthquake Engineering》2015

The purpose of this study is the evaluation of dynamic behavior induced by seismic activity on a silo system, containing bulk material, with a soil foundation. The interaction effects between the silo and bulk material, as well as the effects produced between the foundation of the silo and the soil, were taken into account. Proposed simplified approximation, as well as the finite model, were used for analysis. The results, from the presented approximation, were compared with a more rigorous obtainment method. Initially, the produced simplified approximation, with elastic material assumption for the grain, could determine the pressures on the dynamic material along with displacements along the height of the silo wall and base shear force, etc., with remarkable precision. Some comparisons, via a change of soil and/or foundation conditions, were also made regarding the seismic pressure of the dynamic material pressure, displacement and base shear forces for both squat and slender silos. Comparing the analytical predictions to results from the numerical simulations produced good results. It can be concluded that the model can be used effectively to perform a broad suite of parametric studies, not only at the design stage but also as a reliable tool for predicting system behavior under the limit state of the system. The results and comprehensive analysis show that displacement effects and base shear forces generally decreased when soil was softer; however, soil structure interaction (SSI) did not have any considerable effects on squat silos and therefore need not be taken into practice.  相似文献   

智利M_W8.8地震同震重力梯度变化     

姜永涛  张永志  王帅  武艳军 《地震地磁观测与研究》2015,(1)

利用GFZ Release 05卫星重力GRACE观测数据,计算2010年2月27日智利MW8.8逆冲型地震的同震重力和重力梯度变化,分析其分布特征,可知:由GRACE探测到的同震重力变化在断层俯冲区域可达-9.5μGal,断层隆升区域可达+3.5μGal,结果与利用SNREI地球模型的位错理论计算的同震重力变化较一致,说明利用GFZ Release05 DDK5滤波数据,更能精确的反映同震重力场变化;GRACE检测的智利地震同震径向重力梯度变化Trr最大可达-600μE,位于发震断层东侧俯冲区域;通过对同震重力梯度分布特征分析,初步判断发生同震物质迁移的区域范围在断层俯冲区域为(67°—72°W,33°—38°S),在断层隆升区域为(73°—77°W,35°—39°S)。  相似文献