中越滨海地区水泥土搅拌桩设计方案研究  

STUDY OF THE DESIGN SCHEME OF CEMENT-SOIL MIXING PILE IN THE COASTAL AREA OF CHINA AND VIETNAM

作　　者：韩鹏 梁爽 吕明岩 王子亚 徐红波 Han Peng;Liang Shuang;Lyu Ming-yan;Wang Zi-ya;Xu Hong-bo

机构地区：[1]京东方视讯(越南)有限公司,越南78715 [2]中建一局集团建设发展有限公司,北京100102

出　　处：《建筑技术开发》2025年第4期159-161,共3页Building Technology Development

摘　　要：滨海地区建设常面临淤泥承载力低、稳定性差等技术挑战,而水泥土搅拌桩是与原状土形成增强体复合地基,减少不均匀沉降,淤泥加固效果显著的地基处理方案。对越南与我国珠海地区两个相似地质条件的工程实例,从搅拌桩的承载机理、设计思路、检测试验等方面进行了研究,探讨水泥土搅拌桩设计方案要点,深入分析两国设计的异同点。研究结果以期促进中越双方标准互通,为了解和掌握越南水泥土搅拌桩标准的技术提供借鉴和参考。The construction of coastal area is often faced with technical challenges such as low silt bearing capacity and poor stability,while cement soil mixing pile is a foundation treatment scheme with original soil to reduce uneven settlement and have significant silt reinforcement effect.For the engineering examples of two similar geological conditions in Vietnam and Zhuhai,the bearing mechanism,design idea and testing of mixing piles are studied,the key points of the design scheme of cement-soil mixing pile are discussed,and the differences and differences in the design of the two countries are deeply analyzed.The results are designed to promote the exchange of standards between China and Vietnam,and provide reference for technicians who hope to understand and master the standards of cement and soil mixing pile in Vietnam.

关 键 词：滨海 淤泥 水泥土搅拌桩 复合地基承载力 

分 类 号：TU642.2[建筑科学—建筑技术科学]