石粉灌浆石砌体的抗震抗剪强度及其应用研究   总被引：4，自引：0，他引：4  

施养杭  余建星  华建兵 《世界地震工程》2004,20(1):29-34

基于灌浆石砌墙体的拟动力试验、工程实践和震害经验，经分析研究，首次提出灌浆石砌体的抗震抗剪强度及抗震加固验算方法。经对工程实例验算，验证了本研究的可靠性和实用性。  相似文献   

天然气水合物体系动态演化研究(Ⅱ):海底滑坡   总被引：2，自引：5，他引：2  

宋海斌 《地球物理学进展》2003,18(3):503-511

天然气水合物被认为是大陆边缘沉积物强度变弱的一个因子，从而能解释大陆边缘海底滑坡的一些观测现象。天然气水合物的形成使沉积物强度增加，而其分解则使沉积物强度变弱。虽然无法直接观测沉积物中天然气水合物的活动过程与相应的海底滑坡，大量的背景资料表明，天然气水合物崩解常常有助于触发海底沉积物块体的运动。此外，大型滑塌可以释放大量的固态天然气水合物，水合物在水柱中上浮。大块天然气水合物可以在分解前到达海洋的上部层，一些甲烷可以直接进入大气中。本文综述与天然气水合物体系演化有关的海底滑坡的研究现状。  相似文献   

基于测距信号强度最大原理的自动化测量     

徐进军  H.Ingensand  余明辉 《测绘信息与工程》2006,31(5):28-29

介绍了一种基于测距信号强度最大原理进行目标的自动搜寻、照准与测量的基本工作原理、方法与实现过程,分析了其适合于作为固定站用于无人看守的危险地区的长期变形监测。  相似文献   

FRP抗震加固混凝土梁柱节点的受剪承载力分析   总被引：2，自引：1，他引：2  

彭亚萍  王铁成  刘增夕  黄博升 《地震工程与工程振动》2006,26(1):116-121

通过采用SGFRP、HFRP加固的四个混凝土梁柱节点在低周反复荷载作用下的抗震性能对比试验研究,提出了FRP加固节点受剪承载力的计算公式,并基于分析给出了相关计算参数的工程设计建议取值,并对加固方式、纤维品种、纤维粘贴角度等主要因素对节点抗剪承载能力的影响机理进行了分析,结果表明:在节点核心区和梁柱端头粘贴纤维可以有效的提高节点的受剪承载能力;加固方式直接影响节点受剪承载能力的大小。  相似文献   

Study on strength reduction factors considering the effect of classification of design earthquake   总被引：1，自引：0，他引：1  

翟长海  谢礼立 《地震学报(英文版)》2006,19(3):299-310

Introduction The strength reduction factor is defined as the lateral yielding strength required to avoid yielding in the system when subjected to a given ground motion, to the lateral yielding strength required to maintain the displacement ductility ratio demand equal to a pre-determined target duc-tility ratio under the same ground motion. The strength reduction factors are not only the key fac-tors in determining seismic action for force-based seismic design, but also one of the key parame-t…  相似文献   

高放废物地质处置库预选缓冲材料压缩性能研究   总被引：5，自引：0，他引：5  

刘月妙  蔡美峰  王驹  温志坚 《铀矿地质》2007,23(2):91-95

缓冲材料是高放废物深地质处置多重屏障系统中非常重要的一道人工屏障，内蒙古高庙子钠基膨润土被确定为我国高放废物深地质处置缓冲材料的首选基料。通过研究该钠基膨润土（GMZ01）在不同含水量条件下的压实成型性、不同压实干密度和不同含水量压实样品的无侧限压缩性能，认为：含水量为15％的高庙子天然钠基膨润土压实成型性最好，压实干密度越大，无侧限抗压强度越大；在无侧限压缩实验时，含水量为15％的高密度压实膨润土样品比含水量为10％和20％的样品的抗压强度大，变形小。  相似文献   

岩盐用作路基填料的力学性质试验   总被引：1，自引：0，他引：1  

肖军华  刘建坤  侯永峰  房建宏  王祥 《工程地质学报》2007,15(1):119-123

通过试验,研究了察尔汗岩盐用作路基填料的压实特性、抗压强度以及循环荷载下的变形性状。主要探讨了岩盐试样中细粒含量比例对试样压实特性的影响规律;天然岩盐抗压强度的大小分布,以及岩盐抗压强度与粒径、干密度、含水量的关系;交通循环荷载作用下,岩盐的动应变发展情况等。这些结论对盐湖公路建设具有一定的指导意义。  相似文献   

西宁海湖路深路堑黄土高边坡设计中抗剪强度取值分析     

吴顺山  李义民 《地质灾害与环境保护》2007,18(3):54-57

通过对西宁海湖路深路堑黄土高边坡的结构,抗剪强度与土体密实度、饱和度的相关分析,对比卸荷前后的土体物理力学参数的变化,提出了土体卸荷后边坡设计的抗剪强度的取值方法.  相似文献   

Limit state model for R.C. bridge joints under seismic loading     

D. Timosidis  S. J. Pantazopoulou 《Bulletin of Earthquake Engineering》2007,5(3):391-423

Most of the available models of monolithic reinforced concrete joints under seismic action focus on estimation of cracking and ultimate shear strengths. Very few studies have been directed towards developing expressions for the associated joint deformations at the milestone response points so as to compose a limit-state model for joints that would be compatible with the emerging framework of deformation based seismic assessment and design methods. This objective is pursued in the present paper with particular emphasis on monolithic bridge joints. Deformation capacity at yielding and failure of joints is derived by establishing equilibrium and geometric compatibility of smeared stresses and strains, and satisfying material constitutive relationships. Expressions and model parameters are calibrated with the database of published bridge joint tests assembled from International literature, using statistical evaluation. From the mean values of the design parameters simplified equations for shear strength and ultimate shear strain of bridge joints are proposed.  相似文献   

Intergrain contact density indices for granular mixes-Ⅱ:Liquefaction resistance     

S. Thevanayagam 《地震工程与工程振动(英文版)》2007,6(2)

Whether the presence of non-plastic silt in a granular mix soil impact its liquefaction potential and how to evaluate liquefaction resistance of sand containing different amounts of silt contents are both controversial issues. This paper presents the results of an experimental evaluation to address these issues. Two parameters, namely, equivalent intergranular void ratio (ec)eq and equivalent interfine void ratio (ef)eq, proposed in a companion paper (Thevanayagam, 2007) as indices of active grain contacts in a granular mix, are used to characterize liquefaction resistance of sands and silty sands. Results indicate that, at the same global void ratio (e), liquefaction resistance of silty sand decreases with an increase in fines content (CF) up to a threshold value (CFth). This is due to a reduction in intergrain contact density between the coarse grains. Beyond CFth, with further addition of fines, the interfine contacts become significant while the inter-coarse grain contacts diminish and coarse grains become dispersed. At the same e, the liquefaction resistance increases and the soil becomes stronger with a further increase in silt content. Beyond a limiting fines content (CFL), the liquefaction resistance is controlled by interfine contacts only. When CF＜CFth, at the same (ec)eq, the liquefaction resistance of silty sand is comparable to that of the host clean sand at a void ratio equal to (ec)eq. When CF＞CFth, at the same (ef)eq, the cyclic strength of a sandy silt is comparable to the host silt at a void ratio equal to (ef)eq.  相似文献