新近吹填淤泥地基真空固结排水系统现场研发

doi:10.13722/j.cnki.jrme.2014.s2.102

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摘要新近吹填淤泥地基经无砂垫层真空预压技术加固后，土体强度增长有限、地基有效加固深度小。为此，对不同区域的新近吹填淤泥工程特性进行研究，发现：新近吹填淤泥中高含量黏粒和高含量强亲水矿物是真空固结排水系统排水机效低的主要原因之一。然后，依托珠海港高栏港区某软基处理工程，基于真空固结排水系统的设计原则，开展真空固结排水系统优化现场试验研究，研究结果表明：(1) 基于排水系统内真空度传递特性方面考虑，方案3(PVC花管–穿插固定式连接–普通排水板)和方案4(水平整体式排水板–配套接头连接–竖向整体式排水板)最佳。(2) 基于土体中的真空度传递特性方面考虑，方案4更适宜于新近吹填淤泥地基。最后，给出一些相关改进措施。

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	鲍树峰1
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	陈平山1

关键词 ：土力学, 新近吹填淤泥, 真空固结排水系统, 排水系统设计原则, 排水系统优化

Abstract：For fresh hydraulic reclamation silt foundation，after improvement of no-horizontal-sand-drainage vacuum preloading technology，soil strength increases only a little，and the effective improved depth is very small. In view of this，soil engineering properties was analyzed and summarized of fresh hydraulic reclamation silt from different area，it is showed that high content of clay particles and strong hydrophilic minerals are one of major reasons why the drainage efficiency of vacuum consolidation drainage system is very low. Then，based on a project on shallow ultra-soft soil improvement in Gaolan seaport area in Zhuhai seaport，following the design principle of vacuum drainage system，a field experiment research was carried out of optimizing the vacuum drainage system. It was concluded that：(1) Based on transfer properties of vacuum degree inside the drainage system，it was better of scheme 3 (PVC filter tube-interspersed and fixed-common PVD) and scheme 4(horizontal integral PVD-matching connector-vertical integral PVD). (2) Based on transfer properties of vacuum degree among soil particles，scheme 4 was most advisable. Finally，some further suggestions were provided in future research.

Key words： soil mechanics fresh hydraulic reclamation silt drainage system of vacuum preloading technology design principle of vacuum drainage system optimizing the vacuum drainage system

引用本文:

鲍树峰1，2，董志良1，莫海鸿2，陈平山1. 新近吹填淤泥地基真空固结排水系统现场研发[J]. 岩石力学与工程学报, 2014, 33(S2): 4218-4226.
BAO Shufeng1，2，DONG Zhiliang2，MO Haihong1，CHEN Pingshan2. FIELD RESEARCH ON DRAINAGE SYSTEM OF VACUUM PRELOADING TECHNOLOGY FOR FRESH HYDRAULIC RECLAMATION SILT. , 2014, 33(S2): 4218-4226.

链接本文:

https://rockmech.whrsm.ac.cn/CN/10.13722/j.cnki.jrme.2014.s2.102 或 https://rockmech.whrsm.ac.cn/CN/Y2014/V33/IS2/4218

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