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991.
以一字形竖缝耗能预制剪力墙作为研究对象,设计了3个装配式剪力墙试件及1个现浇剪力墙对比试件,进行低周往复荷载试验,并对破坏墙体进行CFRP加固,再次进行拟静力试验。试件变化参数包括轴压比、混凝土强度等级及配筋率,对比分析加固前后试件滞回性能、刚度退化、承载力和耗能能力等性能。试验结果表明,与现浇剪力墙相比,一字形竖缝耗能预制剪力墙工作性能良好,阻尼器屈服耗能提高了试件整体工作性能;CFRP加固可有效抑制墙体斜裂缝的发展,对墙体承载力及耗能能力均有显著改善作用;各试件均满足剪力墙弹塑性层间位移角限值要求,延性较好;试件整体表现出良好的抗震性能。  相似文献   
992.
The blockage induced by particle migration and deposition is one of the main reasons for the decrease of reinjection capacity in the porous geothermal reservoir with a low and medium temperature.In this paper,a new drilled geothermal well in Xining basin China is taken as an example to investigate the formation blockage risk due to the movable clay and sand particles in pores.The physical properties of the reservoir rocks were analyzed,a series of pumping and reinjection tests were conducted,and the longterm reinjection performance of the well was predicted by numerical simulation based on the test fitting.The results show that the geothermal reservoir rocks are argillaceous and weakly cemented sandstones with a content of movable clay and sand particles up to 0.18–23.42 wt.%.The well presented a high productivity of 935–2186 m3?d-1 at a pressure difference of 0.7–1.62 MPa in the pumping tests associated with a large amount of clay and sand particles produced out,while in the reinjection test,only a low injectivity of 240–480 m3?d-1 was observed at an injection pressure of 0.2–0.6 MPa with the clay and sand particles near the wellbore move into deep.According to the prediction,under conditions of a blockage risk,the injectivity of the well will start to decline after 100 days of injection,and in the third year,it will decrease by 59.00%–77.09%.The influence of invasion of pretreated suspended particles and scale particles can be neglected.Under conditions of a high blockage risk,the injectivity of the well will decrease significantly in the first 20–30 days,with a decline of 75.39%–78.96%.Generally,the higher the injection pressure or rate,the greater the decrease in injectivity of the well caused by particle blockage.Pump lifting is an effective measure to remove the well blockage which can be used regularly.  相似文献   
993.
陕西柞水下梁子类卡林型金矿床特征与成因探讨   总被引:2,自引:0,他引:2       下载免费PDF全文
下梁子金矿床为叠加改造式层控类卡林型金矿床,集沉积地层、岩浆活动、脆韧性剪切构造活动三位一体;地层岩性含硫铁、含钙质为有利含矿岩系,为成矿准备了物质基础;岩浆作用导致围岩的夕卡岩化-角岩化,使岩石成分重组,利于成矿物质的活动;成矿以发育含矿热液的脆韧性递进剪切变形构造控制为关键,直接控制了工业矿体的分布、矿化强度与就位.研究中确定了碰撞型花岗岩与成矿的直接关系;具体划分了矿石类型,矿化期与矿化阶段,金的赋存状态等.  相似文献   
994.
The origin of the solar wind is a long-standing issue in both observational and theoretical studies. To understand how and where in the solar atmosphere the mass and energy of the solar wind are supplied is very important. Previous observation suggests a scenario in which the fast solar wind originates at heights above 5 Mm in the magnetically open funnel, a process that is accompanied by downward flow below 5 Mm, whereby the mass and energy are supplied through reconnection between the open funnel and adjacent closed loops. Based on this scenario, we develop a fluid model to study the solar wind generation under the assumption that mass and energy are deposited in the open funnel at 5 Mm. The mass supply rate is estimated from the mass loss rate as given by the emptying of the side loops as a result of their assumed reconnection with the open funnel. Similarly, the energy input rate is consistent with the energy release rate as estimated from the energy flux associated with the reconnection between the open magnetic funnel and the closed magnetic loops. Following the observations, we not only simulate the plasma flowing upward to form the solar wind but also calculate the downward flow back to the lower atmosphere. This model is a first attempt to study physically the proposed scenario of solar wind origin and gives a new physical illustration of the possible initial deposition and consequent transportation of mass and energy in the coronal funnel.  相似文献   
995.
We present results of CCD photometric observations of the short-period W UMatype contact binary system, RZ Com. The light curve of the binary has changed from Wsubtype to A-subtype from 1998 to 2003, then back to W-subtype in 2004. An analysis was carried out using the 2003 version of the Wilson-Devinney code. It is confirmed that RZ Com is a low-degree, overcontact f = 20.1% (±7.4%) binary system with a high inclination of i = 81.°40 (±0.°40), and a mass ratio q = 2.351 (±0.031). Combining four newly determined times of light minimum with others in the literature, the variations in orbital period is examined. A small-amplitude oscillation (A=0.0065d), with a period of 41.5 year, is discovered superimposed on a long-term increase at rate dP/dt = +3.97×10-8d yr-1. The period oscillation can be explained either by the light-time effect due to the presence of an unseen third body, or by cycles of magnetic activity on the components. Combining our photometric solution with the spectroscopic elements obtained by Mclean & Hilditch, the absolute dimensions of RZ Com are: M1 = 1.14 (+0.19)Mo, M2 = 0.50 (-4-0.09)Mo, R1= 1.12 (±0.01)R⊙, R2 = 0.78 (±0.01)R⊙ and A = 2.41 (±0.02)R⊙.  相似文献   
996.
在综合分析福建永泰地区遥感影像特征的基础上,根据遥感图像反映出的地质信息特征,有效地解译火山—侵入杂岩区火山地层、侵入岩体、火山构造及线性、环形构造等地质内容。对提高整个地质工作的研究程度具有实际意义。  相似文献   
997.
探地雷达在隧道衬砌支护质量无损检测中的应用初探   总被引:1,自引:0,他引:1  
何光志 《福建地质》2004,23(2):94-96
通过探地雷达对三(明)一福(州)高速公路SA3标段大年岭隧道衬砌支护质量检测实例.初步探讨了探地雷达在隧道衬砌支护领域开展质量无破损检测的方法与技术,提出了隧道工程质量监控管理的新认识,对今后类似的工程具有借鉴意义。  相似文献   
998.
纳岭沟铀矿床位于鄂尔多斯盆地东北部伊陕单斜构造区,其成矿主岩为中侏罗统直罗组下段下亚段.通过野外地质调查、岩芯编录,结合岩矿鉴定、X-衍射、电子探针及扫描电镜等方法,详细研究了该区目的层砂岩碎屑组分、结构及矿物蚀变特征,并初步探讨了其物源及源区构造背景、砂岩绿色成因、成岩作用等特征.结果表明纳岭沟地区含铀砂岩类型以长石岩屑砂岩为主,其成分及结构成熟度均较低,成岩作用较弱,表现为弱压实作用、胶结作用、溶蚀作用以及部分重结晶作用.大量在粒表呈薄膜状及粒间充填的绿泥石等粘土矿物是砂岩呈绿色调的主因.物源可能来自于盆地北缘阴山造山带的太古宙—元古宙变质岩系以及显生宙岩浆岩.其蚀变矿物组合及期次为草莓状黄铁矿—自生高岭石—绿泥石薄膜+粒间绿泥石—铀石+细分散/脉状黄铁矿—亮晶方解石—方解石脉,其成岩环境经历了弱酸性—酸性还原—弱酸弱碱/氧化还原过渡阶段—碱性还原阶段,而砂岩型铀矿的形成与氧化还原—酸碱性过渡成岩环境变化密切相关.  相似文献   
999.
何保  宋帅 《地质与勘探》2019,55(5):1329-1335
本文选择大连市中山区长利巷地区的边坡,通过现场采取岩土样,进行室内试验得出各地层力学物理参数,对边坡进行稳定性分析。针对目前所拥有的模拟软件与方法,分析并筛选出适合该边坡的模拟软件。利用GeoStudio软件建模、模拟,使用Morgenstern-Price方法进行计算,通过分析得到计算结果,该边坡的安全安全系数为1. 127,认为其属于不稳定边坡。对于不稳定边坡,本文对主流的边坡支护方法进行分析筛选,拟采用扶壁式挡土墙支护方案对其进行预防。根据规范设计挡土墙尺寸,并对该挡土墙进行抗倾覆抗滑移验算,得出的验算安全系数满足规范要求,由此可得知该支护方案方法合理,技术可行。  相似文献   
1000.
He  Lingyun  Wu  Chen  Yang  Xiaolei  Liu  Jiao 《Natural Hazards》2019,95(1-2):73-89
Natural Hazards - From the perspective of corporate social responsibility and environmental risk management, green credit will have an important impact on corporate performance. The influence of...  相似文献   
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