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台阶式格栅加筋挡墙现场试验研究
引用本文:蒲春平,汪承志,周世良.台阶式格栅加筋挡墙现场试验研究[J].重庆交通学院学报,2007,26(4):101-106.
作者姓名:蒲春平  汪承志  周世良
作者单位:广东省路桥建设发展有限公司,重庆交通大学河海学院,重庆交通大学河海学院 广东广州510635,重庆400074,大连理工大学土木水利学院岩土工程研究所,辽宁大连116024,重庆400074
基金项目:广东省交通厅科技项目(2003-18)资助
摘    要:对广东省河龙(河源至龙川)高速公路K29 307~K29 353段路基挡墙处的分级直立式格栅加筋挡墙进行了现场试验测试分析,分别测试了挡墙从施工到正常使用期间加筋墙的加筋体内筋带拉力、土压力分布、墙面变形以及地基应力等,对测试结果进行了分析研究,探讨了相关的分布规律以及影响因素,并得出了一些新的认识和见解.

关 键 词:土工格栅加筋挡土墙  现场试验  筋带拉力  墙面变形
文章编号:1001-716X(2007)04-0101-06
收稿时间:2006-05-16
修稿时间:2006-05-29

Study on Stepped Geogrid Reinforced Soil Retaining Wall in Site-testing
PU Chun-ping , WANG Cheng-zhi, ZHOU Shi-liang.Study on Stepped Geogrid Reinforced Soil Retaining Wall in Site-testing[J].Journal of Chongqing Jiaotong University,2007,26(4):101-106.
Authors:PU Chun-ping  WANG Cheng-zhi  ZHOU Shi-liang
Abstract:The prototype measure was engaged for the stepped geogrid reinforced soil retaining wall in He-Long Highway roadbed wall section K29 307 to section K29 353 in Guangdong Province.The distribution of the reinforcement tie tensions,the lateral earth pressure distribution and it's changes with the thickness of the earthfill,the deformation of wall surface and the vertical base pressure were measured and analyzed.At same time,their influent factors and the change features were discussed.Then,some new views and useful conclusions are given.
Keywords:geogrid reinforced soil retaining wall  prototype measurement  reinforcement tie tension  wall-face displacement
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