首页|土工袋包裹膨胀土复合体抗渗与变形特性研究

土工袋包裹膨胀土复合体抗渗与变形特性研究

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膨胀土具有吸水膨胀性强、压缩性大、易产生裂缝等特点,危害较大,需要采取相应措施进行治理和防范.研究提出了一种采用土工袋包裹膨胀土的治理措施并进行室内模型试验,探究土工袋包裹膨胀土对膨胀土的抗渗与控制膨胀变形的效果.结果表明:在模型箱内进行淋雨试验后,有土工袋包裹的膨胀土内部含水率低于无土工袋包裹的膨胀土,在土工布内缝制一层无纺布后防渗效果得到进一步提升;土工袋对淋雨后膨胀土的膨胀变形有显著的控制效果,且随着上覆荷载的增加变形量逐渐减小.因此土工袋装膨胀土用于边坡防护可有效减少雨水入渗,同时能够限制土体膨胀,说明以此对膨胀土问题进行治理是可行的.研究对膨胀土边坡的浅层滑动防治提供了参考.
Study on impermeability and deformation characteristics of expansive soil composite wrapped by geotextile bags
Expansive soil has the characteristics of strong water absorption and expansion,large compressi-bility,and easy to produce cracks.It is harmful and needs to take corresponding measures to control and prevent.A treatment measure of wrapping expansive soil with geotextile bag is proposed,and the indoor model test is carried out to explore the effect of wrapping expansive soil with geotextile bag on the imper-meability and controlling expansion deformation of expansive soil.The test results show that after the rain test in the model box,the internal water content of the expansive soil wrapped in the geotextile bag is low-er than that of the expansive soil without the geotextile bag,and the anti-seepage effect is further improved after a layer of non-woven fabric sewn into the geotextile.Geotextile bag have a significant control effect on the expansion deformation of expansive soil after rain,and the deformation gradually decreases with the in-crease of overlying load.Therefore,the use of geotextile bagged expansive soil for slope protection can re-duce rainwater infiltration and limit soil expansion.It is feasible to control the expansive soil problem and has certain application value for the shallow sliding prevention of expansive soil slope.

expansive soilgeotextile bagmodel testwater contentswelling deformation

高鑫、张宇航、李国林、田梦贺、刘伟超

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道路与铁道工程安全保障省部共建教育部重点实验室(石家庄铁道大学),河北石家庄 050043

石家庄铁道大学土木工程学院,河北石家庄 050043

中安国泰(北京)科技发展有限公司,北京 100012

中铁十九局集团有限公司,北京 100176

中铁十九局集团第五工程有限公司,辽宁大连 116103

吴桥县行政审批局,河北沧州 061000

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膨胀土 土工袋 模型试验 含水率 膨胀变形

2024

甘肃科学学报
甘肃省科学院 中国科学院资源环境科学信息中心

甘肃科学学报

CSTPCD
影响因子:0.414
ISSN:1004-0366
年,卷(期):2024.36(6)