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王曼, 杨俊杰, 武亚磊, 王子谋. 水泥固化海相软土劣化深度快速预测方法[J]. 岩土工程学报. DOI: 10.11779/CJGE20230814
引用本文: 王曼, 杨俊杰, 武亚磊, 王子谋. 水泥固化海相软土劣化深度快速预测方法[J]. 岩土工程学报. DOI: 10.11779/CJGE20230814
A Rapidly Prediction Method for Deterioration Depth of Cement Solidified Marine Soft Soil[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20230814
Citation: A Rapidly Prediction Method for Deterioration Depth of Cement Solidified Marine Soft Soil[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20230814

水泥固化海相软土劣化深度快速预测方法

A Rapidly Prediction Method for Deterioration Depth of Cement Solidified Marine Soft Soil

  • 摘要: 劣化深度是评价固化土劣化程度较为简明的指标。基于常规腐蚀试验结果的幂函数形式固化土劣化深度预测方法具有实用性,腐蚀试验中腐蚀时间取值越长、劣化深度越深,预测结果越准确。固化土劣化是漫长的过程,利用高浓度腐蚀介质的加速腐蚀试验可缩短试验周期,实现劣化深度的快速预测。水泥固化海相软土的腐蚀试验结果表明,3倍浓度海水制备的腐蚀土腐蚀水泥土28d的加速腐蚀试验与常规腐蚀试验腐蚀360d的劣化深度存在线性关系,基于两者的等效关系并结合幂函数形式劣化深度预测式,提出水泥固化海相软土劣化深度快速预测方法,预测的劣化深度发展趋势与实测结果较为吻合。基于加速腐蚀试验结果的幂函数形式固化土劣化深度快速预测方法可行且具有实用性,研究思路对于类似劣化问题的研究具有一定的借鉴意义。

     

    Abstract: Deterioration depth is a relatively simple index to evaluate the deterioration degree of solidified soil. The practical prediction method of deterioration depth of solidified soil is in the form of power function, based on the results of conventional deterioration tests, while the longer the corrosion time and the deeper the deterioration depth is, the more accurate the prediction results will be. The deterioration of solidified soil is a lengthy process, and the accelerated deterioration test for high concentration corrosive media can shorten the test period and obtain rapid prediction of deterioration depth. The deterioration test results of cement solidified marine soft soil indicate that there was a linear relationship between the 28 days accelerated deterioration test of erosion soil prepared with 3 times seawater concentration and the 360 days deterioration depth of the conventional deterioration test. Then based on the equivalent relationship between them and the power function formula for predicting the deterioration depth, a rapid prediction method for the deterioration depth of cement stabilized marine soft soil was proposed, and the predicted development trend of deterioration depth was consistent with the measured results. The rapid prediction method for the deterioration depth of solidified soil based on the accelerated deterioration test results in the power function form was feasible and practical. The research idea had certain reference significance for the research of similar deterioration problems.

     

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