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不排水循环荷载作用下含砂芯粘土复合土样性状研究 被引量:13
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作者 蒋军 朱向荣 《水利学报》 EI CSCD 北大核心 2001年第12期62-67,共6页
循环荷载作用下粘土具有与静荷载或一般动荷载作用下不同的性状 ,本文通过一系列室内循环三轴试验 ,对含砂芯软粘土复合土样在不排水循环荷载作用下的性状开展试验研究 ,分析循环荷载幅、循环次数、超固结比、加载历史以及砂芯置换率等... 循环荷载作用下粘土具有与静荷载或一般动荷载作用下不同的性状 ,本文通过一系列室内循环三轴试验 ,对含砂芯软粘土复合土样在不排水循环荷载作用下的性状开展试验研究 ,分析循环荷载幅、循环次数、超固结比、加载历史以及砂芯置换率等因素的影响 。 展开更多
关键词 地震 变形 循环荷载 试验 复合地基 含砂芯粘土 复合土样 性状研究
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Performance of Square Lightweight Concrete Specimens Confined by CFRP and GFRP
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作者 A. Vatani Oskouei M. Pirgholi Kivi S. Taghipour Boroujeni 《Journal of Civil Engineering and Architecture》 2010年第5期22-28,共7页
Confinement is an effective method in order to increase concrete strength and its ductility capacity. To improve the structural properties of lightweight concrete, Fiber Reinforced Polymer (FRP) can be used to confi... Confinement is an effective method in order to increase concrete strength and its ductility capacity. To improve the structural properties of lightweight concrete, Fiber Reinforced Polymer (FRP) can be used to confine the concrete. Effect of Fiber Reinforced Polymer on confined lightweight concrete elements is one of the most important research fields. It is generally accepted that the strength and stiffness of confined concrete is higher than unconfined one. In this research, behavior of confined and unconfined concrete specimens under uniaxial loading has been studied. In order to decrease stress concentration corners of specimens were chamfered to a radius of 5 to 25 mm. The Carbon Fiber Reinforced Polymer (CFRP) and Glass Fiber Reinforced Polymer (GFRP) were used to confine lightweight concrete specimens. The stress-strain curve of specimens is compared. 展开更多
关键词 Axial loading CFRP CONFINEMENT GFRP lightweight concrete.
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