上海大学学报(自然科学版) ›› 2015, Vol. 21 ›› Issue (5): 606-616.doi: 10.3969/j.issn.1007-2861.2014.02.021

• 土木工程 • 上一篇    下一篇

高强土工格室加筋砂地基模型试验变形分析

郑超毅1, 张孟喜1, 姜圣卫2, 韩晓1, 孙州1   

  1. 1. 上海大学 土木工程系, 上海 200072; 2. 仪征市佳和土工材料公司, 江苏 仪征 211401
  • 收稿日期:2014-04-30 出版日期:2015-10-30 发布日期:2015-10-30
  • 通讯作者: 张孟喜(1963—), 男, 教授, 博士生导师, 研究方向为新型土工加筋技术、隧道及地下结构、路基工程. E-mail:mxzhang@shu.edu.cn
  • 基金资助:

    国家自然科学基金资助项目(41372280)

Deformation analysis of model test of sand foundation reinforced with high-strength geocell

ZHENG Chao-yi1, ZHANG Meng-xi1, JIANG Sheng-wei2, HAN Xiao1, SUN Zhou1   

  1. 1. Department of Civil Engineering, Shanghai University, Shanghai 200072, China; 2. Jiahe Geosynthetics Company, Yizheng 211401, Jiangsu, China
  • Received:2014-04-30 Online:2015-10-30 Published:2015-10-30

摘要: 高强土工格室采用新型U形钉节点, 材料抗拉强度为传统格室的10倍左右. 将土工格室置于地基, 形成土工格室结构层, 针对纯砂地基和不同格室焊距的土工格室加筋砂地基进行多组模型试验. 分析试验所得荷载-沉降曲线, 结果表明土工格室加筋能明显提高地基承载力,减少地基沉降. 在一定范围内, 格室焊距越小, 加筋效果越明显. 将Winkler弹性地基梁计算方法运用于高强土工格室加筋砂地基沉降计算中, 得出弹性地基梁的有限长梁解, 通过试验所得实测数据较为精确地确定了计算所需参数; 对比试验和计算结果, 给出了高强土工格室加筋砂地基结构层变形计算方法, 并且得出高强土工格室这一新型材料的相关计算参数.

关键词: Winkler模型, 弹性地基梁, 高强土工格室, 加筋地基, 土工格室结构层

Abstract: High-strength geocell’s strength is about 10 times higher than ordinary geocell with the new screw joint of U shape. The foundation placed with geocell is called a structural layer. By analyzing the pressure-settlement (p-s) curves based on a series of model tests of pure sand foundation and geocell reinforcement foundation with different weld spacing, the test shows that geocell reinforcement can increase bearing capacity and reduce the settlement. Within a certain range, the effect of reinforcement increases with the decrease of the weld spacing. The theory of Winkler model is used in the settlement calculation of sand foundation reinforced with high-strength geocell to get a solution of finite-length beam on elastic foundation, accurately confirming parameters with the measured data from the experiment. The method of deformation analysis of structure layer reinforced with high-strength geocell and the relevant parameters of high-strength geocell are summarized by comparison of experimental and computational results.

Key words: beam on elastic foundation, geocell structural layer, high-strength geocell, reinforced foundation, Winkler model

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