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防波堤土工织物加筋垫层现场应力测试与分析
引用本文:于志强 郭述军 曹永华 闫澍旺. 防波堤土工织物加筋垫层现场应力测试与分析[J]. 中国港湾建设, 2005, 0(5): 31-33
作者姓名:于志强 郭述军 曹永华 闫澍旺
作者单位:[1]天津大学岩土工程研究所,天津300072 [2]天津港湾工程研究所,天津300222
摘    要:介绍了黄骅港防波堤土工织物加筋垫层现场应力测试中的仪器布置、埋设方法和测试结果。分析防波堤堤基土工织物拉应力分布大小、特点以及与堤底地基的沉降关系。实测结果表明:拉应力发挥水平远低于设计拉力值。这对土工织物加筋垫层稳定分析中如何考虑拉应力大小提出了新的问题。

关 键 词:防波堤 土工织物 加筋 拉应力测试
文章编号:1003-3688(2005)05-0031-03
收稿时间:2005-05-31
修稿时间:2005-05-31

Field Measurement and Analysis of Stress in Geotextile Reinforced Bedding Course for Breakwaters
YU Zhi-qiang, GUO Shu-jun, CAO Yong-hua, YAN Shu-wang. Field Measurement and Analysis of Stress in Geotextile Reinforced Bedding Course for Breakwaters[J]. China Harbour Engineering, 2005, 0(5): 31-33
Authors:YU Zhi-qiang   GUO Shu-jun   CAO Yong-hua   YAN Shu-wang
Affiliation:1. Geotechnical Engineering Institute of Tianjin University, Tianjin 300072, China; 2. Tianjin Port Engineering Institute, Tianjin 300222, China
Abstract:The paper describes the arrangements and installation of instruments for the field measurement of stress in the geotextile reinforced bedding course for a breakwater in Huanghua Port as well as the results of the field measurements. Analyses are made of the magnitude and behavior of the tensile stress of the geotextile in the bedding course of the breakwater and the relationship between the tensile stress of the geotextile and the settlement of the foundation of the breakwater. The measured tensile stress is far lower than the designed tensile force. Hence, a new question is raised how to consider the magnitude of tensile stress in the stability analysis of geotextile reinforced bedding course.
Keywords:breakwater    geotextile    reinforcement   tensile force measurement
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