首页|水泥改良粉质粘土路基极限力学强度评价研究

水泥改良粉质粘土路基极限力学强度评价研究

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为了改良粉质粘土路基的抗冻性能,减少路基振动沉降病害,采用水泥对粉质粘土路基进行加固.本文研究了水泥改良粉质粘土力学强度的影响因素,并提出了一种在实验室中预测水泥改良粉质粘土路基极限力学强度的方法.结果表明:水泥改良土抗压强度随水泥剂量增加线性增大,随压实系数的增大非线性增大,增长率逐渐下降;抗压强度随养生龄期的延长先迅速增大后趋于平缓,90 d后强度基本不再变化.
Study on Evaluation of Ultimate Mechanical Strength of Cement Improved Silty Clay Roadbed
In order to improve the frost resistance of silty clay roadbed and reduce the vibration settle-ment of roadbed,cement is used to reinforce the silty clay roadbed.In this paper,the factors affecting the mechanical strength of cement-modified silty clay are studied,and a method for predicting the ultimate me-chanical strength of cement-modified silty clay roadbed in the laboratory is proposed.The results show that the compressive strength of cement improved soil increases linearly with the increase of cement dosage,in-creases nonlinearly with the increase of compaction coefficient,and the growth rate decreases gradually.The compressive strength increases rapidly and then tends to be gentle with the extension of the curing age.After 90 days,the strength basically does not change.

roadbed engineeringsilty claycement improvementmechanical strengthcompaction coeffi-cient

马新飞、孟良

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山东省交通规划设计院集团有限公司,山东济南

路基工程 粉质粘土 水泥改良 力学强度 压实系数

2024

科学技术创新
黑龙江省科普事业中心

科学技术创新

影响因子:0.842
ISSN:1673-1328
年,卷(期):2024.(8)
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