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作 者:张锦宇[1] 黄东风[2] 翁伯琦[1] 董晓宁[3] 罗旭辉[4]
机构地区:[1]福建省农业科学院,福建福州350003 [2]福建省农业科学院土壤肥料研究所,福建福州350013 [3]福建省农业科学院畜牧兽医研究所,福建福州350013 [4]福建省农业科学院农业生态研究所,福建福州350013
出 处:《福建农业学报》2015年第12期1203-1206,共4页Fujian Journal of Agricultural Sciences
基 金:福建省科技计划重大专项(2012NZ0002)
摘 要:通过福建长汀基地的草袋加筋土墙设计施工实践和研究,提出"草袋加筋土墙"用于水土保持的设计理念,阐述了草袋与内置绳组合的新结构体在整体稳定、内应力平衡等方面的理论计算模型和方法,通过试验确定内置绳拉筋的极限值及其变形对容许应力取值的关系,据此建立起拉筋锚固长度与土体咬合变形的理论关系,提出了使用本方法在使用寿命上和施工上可能遇到的问题和处理措施,确立了土墙应有的构造和形成条件,阐明了现场施工注意事项,对工程防治南方水土流失具有一定的应用价值。Based on previous studies and practices, a new straw-bag-reinforced mud wall was designed for the soil and water conservation in Changting County, Fujian. The structure offered an improved overall stability and balanced internal stress over the conventional mud wails, according to the engineering model. From the lab experiment, the hove tendons limit and the relationship between the allowable stress and deformation were determined to establish the theoretical anchorage length for reinforcement and soil deformation occlusal. Potential problems encountered with and their countermeasures on the service life and construction of the newly designed mud wall were discussed. A blueprint for the construction and criteria of the straw-bag-reinforced mud wall are presented.
分 类 号:S157.1[农业科学—土壤学] S26[农业科学—农业基础科学]
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