[1] 孟凡伦. 高含水率盾构废弃泥浆固化及强度特性研究[J]. 城市轨道交通研究 , 2023, 26(3) : 152-159.
[2] 边汉亮 , 吕文瑞 , 吴振宇 , 等. 复合絮凝-碳化固化处理工程废弃泥浆试验研究[J/OL]. 复合材料学报, 2025-09-17. https:∥ doi. org/10.13801/j. cnki. fhclxb.20250916.005.
[3] Qin X H, Zhou ZQ, HeB, etal. Characteristicsofwastemud treated by construction waste-slag based flocculation- solidification combined method[J]. Construction and Building Materials, 2023, 370: 130699.
[4] Han C, Xie H P, Bai B, et al. Experimental study on mechanical properties of marine mud slurry treated by flocculation-solidification-high pressure filtration combined method [J]. JournalofMarine Science and Engineering, 2023, 11(12) : 2270.
[5] Deng J X, Zhang D, Yuan H H, et al. Strength and permeabilityperformanceofexcavatedwastemudstabilizedwith ternaryindustrialbyproducts[J]. ScientificReports, 2025, 15: 29441.
[6] 李洪珍 , 吴书新 , 陈晨 , 等. 基于桩基废弃泥浆的流态固化土力学性能及耐久性能研究[J]. 中外公路 , 2025, 45(5) : 35-45.
[7] JiangN, WangCM, WangZP, etal. Strength characteristics and microstructure of cement stabilized soft soil admixed with silicafume[J]. Materials, 2021, 14(8) : 1929.
[8] WangQ, Zhang R B, Guo J W , et al. Study on mechanical propertiesandmicrostructureofmetakaolin-slag-calcium carbide residue synergistic solidifying waste engineering mud [ J]. Construction and BuildingMaterials, 2024, 438: 137135.
[9] 吕絮 , 刘俊伟 , 高嵩 , 等. 钻井废弃泥浆固化土力学特性试验分析 [J]. 材料导报 , 2024, 38(7) : 124-129.
[10] 耿大新 , 杨泽晨 , 王宁 , 等. 交通动荷载引起的公路路基应力响应试验研究[J]. 公路 , 2021, 66(12) : 1-7.
[11] JiangXJ, HuangW , LuoS, etal. Numericalanalysis ofthe effectsof subgrade settlement on top-down cracking in epoxy asphalt pavement[J]. Science China Technological Sciences, 2024, 67(10) : 3308-3320.
[12] LiL H, Zhu S S, Gui Y L, et al. Experiment on the performance of high-speed railway subgrade with tire debris mixed filling[J]. Transportation Geotechnics, 2024, 45: 101226.
[13] 高福洲 , 陈思远 , 张俊云. 交通荷载下红层土石混填路基沉降特性研究[J]. 路基工程 , 2023(5) : 49-55.
[14] 刘萌成 , 石佳弘 , 戴鹏飞. 行车荷载作用下压实钙质砂路基累积沉降数值模拟[J]. 中国公路学报 , 2025, 38(7) : 146-155.
[15] Wu T Y, Jin H X, Guo L, et al. Predicting method on settlement of soft subgrade soil caused by traffic loading involvingprincipal stress rotation and loading frequency[J]. Soil Dynamics and Earthquake Engineering, 2022, 152: 107023.
[16] 余静 ,俞峰 ,陈鑫 ,等. 工业固废-水泥协同固化工程弃土配比优选 [J]. 科学技术与工程 ,2024,24(5) :2168-2176.
[17] 孟瑞军. 杭州淤泥质粉质黏土小应变硬化土模型参数试验及工程应用[J]. 成都理工大学学报(自然科学版) , 2024, 51(2) : 303-315.
[18] 孔令荣 , 魏建华 , 李想. 上海湖沼平原地区邻近建筑堆填土处
理方案研究[J]. 地基处理 , 2024, 6(S1) : 39-45, 59.
[19] Wang H, WangN, YangGQ, etal. Modeltestandnumerical simulation research of reinforced soil retaining walls under cyclicloads[J]. Sustainability, 2022, 14(23) : 15643.
[20] ZhangSH, Cao H Y, Xu S, et al. Mechanical responses of subgrade with natural hard crust through an accelerated laboratoryloadingtestonpavementsmodel [J]. CaseStudiesin Construction Materials, 2023, 19: e02449.
[21] Huang J, Lu X S, Hu H X. Creep subsidence prediction algorithm considering theeffectofstress historyforsubgrades [J]. Frontiersin Materials, 2023, 10: 1284068.
[22] LiuJ, WangQ, Yu QB, etal. Dynamicbehaviorofremolded saline soil under dual symmetric factors: cyclic loading and freeze-thaw cycles[J]. Symmetry, 2025, 17(10) : 1691.
[23] 唐楚轩 ,刘杰 ,冯一诺 ,等. 交通荷载作用下非饱和风积沙路基动力响应研究[J]. 土木工程学报 ,2023,56(S1) :194-202.
[24] Jia F, Dong F T, Ma S N, et al. Vibratory compaction characteristicsofthe subgrade under cyclical loading based on finite element simulation [ J]. Construction and Building Materials, 2024, 419: 135378.
[25] JunejaG, SharmaR K. Numerical study on the behaviour of geocell-reinforced sand layer overlying soft clay subgrade[J]. Indian GeotechnicalJournal, 2023, 53(2) : 422-436.
[26] 陈伟航 ,罗强 ,王腾飞 ,等. 基于 Bi-LSTM的非等时距路基工后沉降滚动预测[J]. 浙江大学学报(工学版) , 2022, 56(4) : 683- 691.
[27] 高晓红 , 李兴奇. 多元线性回归模型中无量纲化方法比较[J].统计与决策 , 2022, 38 (6) : 5-9.
[28] Ma Y, He X H, Guan Y, et al. Sensitivity analysis of foundation soil physical-mechanical properties on pile foundation stability[J]. Buildings, 2025, 15(21) : 4001.