广东工业大学学报 ›› 2024, Vol. 41 ›› Issue (02): 23-36.doi: 10.12052/gdutxb.230128
• 土木工程 • 上一篇
冯德銮, 黎森宇, 梁仕华
Feng De-luan, Li Sen-yu, Liang Shi-hua
摘要: 水泥搅拌桩加固技术是滨海软土地基处理最常用也最有效的方法之一。充分掌握水泥固化滨海软土的动力特性及其动态演化规律,是确保水泥搅拌桩软土地基在密集地铁线网和持续波浪作用所产生的动力荷载下维持安全稳定的重要前提。本文对当前国内外水泥固化滨海软土的动力特性和本构模型进行综述,系统归纳和分析水泥固化滨海软土的动力试验类型、动力特性指标、动力本构模型以及动力特性优化方法,讨论当前水泥固化滨海软土动力特性研究的不足,探讨具有针对性的研究建议,为水泥土动力特性研究提供新的思考和思路。
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