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提高路堤下软基土工织物加筋效果的综合措施
Multiple-measures to improve reinforced effect of soft cohesive subsoil under embankment by geotextile
【摘要】 提出了多种工程措施 ,以提高路堤下软基土工织物的加筋效果 ,这些措施是 :( 1 )选择堤底宽度较小的工程 ,避开加筋垫层尺寸效应的不利影响 ;( 2 )采用预应变加筋法 ;( 3)堤身填土要有一定的塑性 ,避免脆性破坏 ;( 4 )采用应变法确定织物的允许抗拉强度。这些措施在工程中极易实施并且不需大量增加工程造价 ,是经济且显效的措施
【Abstract】 Multiple measures to improve effect of soft cohesive subsoil reinforced by geotextile under embankment are proposed in this paper as follows:(1)Select a embankment engineering with shorter base; (2)Using prestrained reinforced method; (3)Embankment fill should have some plasticity and avoid brittle failure; (4)Using strain method to determine allowable tensile strength of geotextile. These measures are very easy to implement and don’t require increasing of a large number of cost.
【关键词】 道路工程;
土工织物;
预应变加筋法;
加筋;
软基;
尺寸效应;
加筋机理;
【Key words】 road engineering; geotextile; prestrain reinforced method; reinforcement; soft clay ground; dimension effect; reinforced mechanism;
【Key words】 road engineering; geotextile; prestrain reinforced method; reinforcement; soft clay ground; dimension effect; reinforced mechanism;
【基金】 福建省自然科学基金项目 ( E92 0 11)
- 【文献出处】 中国公路学报 ,China Journal of Highway and Transport , 编辑部邮箱 ,2003年02期
- 【分类号】U416.12
- 【被引频次】24
- 【下载频次】142