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土工合成材料在加固软土路基中的应用
引用本文:关超,张敏江,李春展. 土工合成材料在加固软土路基中的应用[J]. 沈阳建筑工程学院学报(自然科学版), 2004, 20(1): 30-32
作者姓名:关超  张敏江  李春展
作者单位:沈阳建筑工程学院土木工程学院,沈阳建筑工程学院土木工程学院,大连正源企业有限公司 辽宁沈阳110168,辽宁沈阳110168,辽宁大连116021
基金项目:辽宁省自然科学基金资助项目
摘    要:介绍了土工合成材料的功能,论述了土工合成材料在加固软土路基中的应用原理和解析计算方法,并引入筋土作用系数的概念进行解析计算.在分析加固软土路基的基本理论和评价计算方法的基础上,通过一个工程实例,将加筋与不加筋等几种情况进行综合比较,并分别对这几种情况进行了使用极限状态和破坏极限状态的对比分析,由经济技术比较的结果确定了最合理的加筋方案;论证了采用土工合成材料加固软土路基的有效性和优越性,及土工合成材料在岩土工程领域中发挥的重要作用.

关 键 词:土工合成材料  软土路基  筋土作用系数  性能价格比
文章编号:1671-2021(2004)01-0030-03
修稿时间:2003-05-06

Application of geosynthetics on the consolidation soft soil subgrade
GUAN Chao,ZHANG Min-jiang. Application of geosynthetics on the consolidation soft soil subgrade[J]. Journal of Shenyang Archit Civil Eng Univ: Nat Sci, 2004, 20(1): 30-32
Authors:GUAN Chao  ZHANG Min-jiang
Abstract:The functions of geosysthetics in consolidating soft subgrade are described.The basic principles and application of geosysthetics in consolidating soft subgrade are discussed in detail.Furthermore,the conception of coefficient of geotextile-soil is introduced to reflect the performance of geosysthetics.On the basis of analyzing the basic principle and the calculation method of the consolidation,a comprehensive comparison has been made between the reinforced subgrade and the non-reinforced subgrade.And the differences between the operating limit state of geosysthetics and the failure limit state of geosysthetics in consolidating soft subgrade are analyszed.The most reasonable design is given after comparing the proportion of performance to the cost of geosysthetics.Finally,the validity and superiority of geosysthetics in consolidating soft soil subgrade as well as the important functions of geosysthetics in geotechnology are demonstrated.
Keywords:geosynthetics  soft soil subgrade  coefficient of geotextile-soil  proportion of performance to cost
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