首页|老路扩建高液限土路基改良方案优选

老路扩建高液限土路基改良方案优选

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为进一步提高路基的安全性稳定性,以京杭大运河西路为例,通过有限元数值计算软件 ABAQUS对石灰改良土路基的沉降效果进行分析.进行了路基分别在原状土、掺入 4%石灰(以质量分数计,后同)、掺入 6%石灰、掺入 8%石灰、掺入 10%石灰 5 种工况下的沉降分析,并与工程实测数据进行对比.研究结果表明:与原状土相比,掺入不同含量的石灰后,路基整体沉降都有所减小,说明高液限土掺入石灰后能改善土体性能,减小结构整体沉降;工程实测沉降量均在数值模拟数据值(33.64 cm)上下浮动,幅度不超过 5.78%.由此看出,工程实测数据与数值模拟数据基本一致,相差不大.综上,改良土掺 8%石灰为最合理掺量.该研究结果可为类似工程提供参考.
Optimal Selection of Schemes for the Improvement of Roadbed of High Liquid Limit Soil in Old Road Expansion Projects
In order to further improve the safety and stability of roadbeds,this paper takes the Beijing-Hangzhou Grand Canal West Road as an example,and analyzes the settlement effect of the lime-improved soil roadbed through the finite element numerical calculation software ABAQUS.The research analyzed roadbed settlements under five conditions of undisturbed soil mixed with lime,with lime content(calculated by weight percent and the same applies thereaft-er)being 4%,6%,8%and 10%respectively,and compared with the actual measured data of the project.The research results show:compared with the undisturbed soil,when the roadbed is mixed with lime,the overall roadbed settlement decreases with the increase of lime content,indi-cating that the high liquid limit soil with lime can strengthen soil and make the structure integral and reduce settlement,with measured settlement fluctuating up and down the numerical simula-tion data value(33.64 cm)with an amplitude not exceeding 5.78%.It follows that the measured engineering data are basically the same as the numerical simulation data,and there is no remarka-ble difference.In summary,8%lime for modified soil is the most reasonable amount.The re-search results can provide useful reference for similar projects.

roadbed engineeringold road expansionlime improvementhigh liquid limit soil

崔光耀、韩驰、王明胜、徐志刚

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北方工业大学 土木工程学院,北京 100144

中铁城市发展投资集团有限公司,四川 成都 610000

北京市政路桥股份有限公司,北京 100045

路基工程 老路扩建 石灰改良 高液限土

国家自然科学基金

52178378

2024

太原学院学报(自然科学版)
太原大学教育学院

太原学院学报(自然科学版)

CHSSCD
影响因子:0.315
ISSN:1673-7016
年,卷(期):2024.42(2)
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