[1]姚 达,李 辉,张礼强,等.微劈裂多层面真空预压技术在淮河入海水道北堤的应用研究[J].江苏水利,2019,(04):53-58.
　YAO Da,LI Hui,ZHANG Liqiang,et al.Application research of micro split multi-layer vacuum preloading technology in the north dike of flood way of Huaihe River flowing into sea[J].JIANGSU WATER RESOURCES,2019,(04):53-58.
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微劈裂多层面真空预压技术在淮河入海水道北堤的应用研究()
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《江苏水利》[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2019年04期
页码:
53-58
栏目:
水利工程建设
出版日期:
2019-04-15

文章信息/Info

Title:
Application research of micro split multi-layer vacuum preloading technology in the north dike of flood way of Huaihe River flowing into sea
文章编号:
1007-7839(2019)04-0053-06
作者:
姚 达1; 3;  李 辉1; 3;  张礼强1; 3;  丛赛飞2;  别学清1; 3
1.江苏省工程勘测研究院有限责任公司, 江苏 扬州 225000; 2.江苏省水利勘测设计研究院有限公司, 江苏 扬州 225127; 3.江苏鸿基水源科技股份有限公司, 江苏 扬州 225000
Author(s):
YAO Da1; 3;  LI Hui1; 3;  ZHANG Liqiang1; 3;  CONG Saifei2; BIE Xueqing1; 3
1.Jiangsu Engineering Surveying Institute Co., Ltd., Yangzhou 225000, Jiangsu; 2.Jiangsu Provincial Water Conservancy Survey and Design Institute Co., Ltd., Yangzhou 225127, Jiangsu; 3.Jiangsu Hongji Water Source Technology Co., Ltd., Yangzhou 225000, Jiangsu Province
关键词:
深厚淤土;  地基加固;  多层面真空预压
Keywords:
deep silting soil;  foundation reinforcement;  multi-layer vacuum preloading
分类号:
TV523
文献标志码:
B
摘要:
深厚淤土地基加固是软基处理中经常遇到的难题,本研究针对淮河入海水道二期工程堤防加固中存在长距离、大面积深厚淤土地基的特点,提出微劈裂多层面真空预压技术并在入海水道北堤进行工程性试验,试验过程中通过对真空度、地面沉降、十字板不排水抗剪强度等指标的监测以及对监测数据的分析,表明微劈裂多层面真空预压技术加固深厚淤土地基效果显著,土体有效加固范围更大,在排水板打设范围内的土体均能得到不同程度地有效加固。
Abstract:
Reinforcement of deep silting soil foundation is a difficult problem in soft foundation treatment.In view of the characteristics of long-distance and large-area deep silting soil foundation in embankment reinforcement of flood way of Huaihe River flowing into sea Phase II Project, a micro split multi-layer vacuum preloading technology was proposed and an engineering test was carried out on the north dike.Through the monitoring of the vacuum degree, ground subsidence, vane-undrained shear strength of the cross plate and the analysis of monitoring data during the test showed that the micro split multi-layer vacuum preloading technology was effective in strengthening deep silt soil foundation, and the effective reinforcement range of soil was larger.The soil in the range of drainage plates could be effectively strengthened to varying degrees.

参考文献/References:

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相似文献/References:

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　BIE Ye,WANG Biyu.Discussion on variation law of strength index of cement-soil three-dimensional mixing pile in deep silt embankment foundation[J].JIANGSU WATER RESOURCES,2024,(04):43.

备注/Memo

备注/Memo:
收稿日期:2018-09-14
基金项目:江苏省水利科技项目(2016004)
作者简介:姚达(1990—),男,本科,主要从事软基处理技术研究工作。
更新日期/Last Update: 2019-04-15