院报 ›› 2014, Vol. 31 ›› Issue (2): 68-72.DOI: 10.3969/j.issn.1001-5485.2014.02.014

• 岩土工程 • 上一篇    下一篇

无机结合料加固吹填海砂土的三轴试验研究

喻国轩1, 李淑娥2, 金明东2, 陈志明2, 瞿健3   

  1. (1.上海交通大学 船舶海洋与建筑工程学院,上海 200240;2.南通市公路管理处,江苏 南通 226000;3.启东市交通运输局,江苏 启东 226200)
  • 收稿日期:2013-02-27 修回日期:2014-01-27 出版日期:2014-01-26 发布日期:2014-01-27
  • 作者简介:喻国轩(1989-),男,四川达州人,硕士研究生,主要从事非饱和土力学研究,(电话)18817560375(电子信箱) 162046653@qq.com。

Triaxial Test on Dredger Fill Sand Stabilized with Inorganic Binder

YU Guo-xuan1, LI Shu-e2, JIN Ming-dong2,CHEN Zhi-ming2,QU Jian3   

  1. 1.School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiaotong University, Shanghai 200240, China; 2.Nantong Municipal Transportation Engineering Management Department,Nantong 226000, China; 3. Qidong Municipal Transportation Department, Qidong 226200, China
  • Received:2013-02-27 Revised:2014-01-27 Online:2014-01-26 Published:2014-01-27

摘要: 吹填海砂土黏聚力小,工程性能较差,容易受到雨水冲刷而导致路基破坏,因此用作路基填料时需要采用无机结合料加固。对掺加石灰和水泥加固的海砂土试样,通过三轴试验来研究它们的强度特性和应力-应变规律。试验结果表明干密度、养护龄期、无机结合料掺量是固化海砂土强度影响的正相关因子;延迟击实时间和含水率为负相关因子;对于含盐量,3%为分界,含盐量小于3%时,强度随含盐量增加而增加;大于3%时,强度随含盐量增加而减小。

关键词: 吹填海砂土, 三轴试验, 抗剪强度参数, 无机结合料

Abstract: Dredger fill sand has small cohesive force, inadequate engineering performance, and is vulnerable to rainfall erosion which leads to subgrade destruction. Used as roadbed filling material, dredger fill sand should be reinforced by inorganic binder. Triaxial tests were carried out on dredger fill sand specimens stabilized with lime and cement to research their strength properties and stress-strain regularity. Test results show that dry density, curing period, and inorganic binder content are positive correlated factors affecting the strength of dredger fill sand; while the delayed time of compaction and the water content are negatively correlated factors. As for salinity, with 3% as a dividing line, when less than 3%, the strength is increased with the increase of salt content; when larger than 3%, the strength decreases with the increase of salt content.

Key words: dredger fill sand, triaxial test, shear strength parameter, inorganic binder

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