摘要
钢塑复合土工格栅的加筋效果好于其它筋材的原因在于其表面结构特性,在生产过程中塑料表面处理时,肋条压制成粗糙的花纹,以增强格栅表面的粗糙程度,提高CATT钢塑复合土工格栅与土体的摩擦系数。它与土之间不仅存在表面摩擦力,而且还存在镶嵌咬合力,从而增强加筋土体的稳定性。文中以不同规格的钢塑复合土工格栅作为加筋材料,以有色金属铜矿的尾矿作为填料土,通过拉拔实验,研究钢塑复合土工格栅与铜矿尾矿填料土的界面作用特性,获得了筋--土之间的剪切强度系数(C、φ)、似摩擦系数f*等结果,并对它们的影响因素进行了分析与探讨。
Steel - plastic composite geogrid enjoys greater reinforcement effect than other types of geogrid due mainly to its special design and structure, such as deliberately roughed rib surface to enhance its surface roughness and friction coefficient. Hence, engaging force together with interface friction raises the reinforced soil＇s stability. Tests of pull - out on varied size of steel -plastics composite geogrid have been performed with copper tailing as filling soil, and interaction parameters of shearing intensity and pseudo - friction coefficient between geogrid and copper tailing are obtained. In addition, other influence factors have been discussed.
出处
《重庆建筑大学学报》
EI
CSCD
北大核心
2006年第2期86-88,93,共4页
Journal of Chongqing Jianzhu University
基金
国家自然科学基金资助项目(50374084)
关键词
铜矿尾矿
钢塑复合土工格栅
加筋土
界面作用特性
copper tailing
steel - plastic composite geogrid,
reinforced soil
interface properties
