强夯加固粉土地基试验研究

陈忠清; 徐超; 叶观宝; 陆盛; 李军世

doi:10.13204/j.gyjz201304022

强夯加固粉土地基试验研究

doi: 10.13204/j.gyjz201304022

1.
1. 同济大学岩土及地下工程教育部重点实验室,上海 200092;
2.
2. 淮安机场建设办公室,江苏淮安 223000;
3.
3. 上海民航新时代机场设计研究院有限公司,上海 200335

基金项目:

江苏省交通科学研究计划项目(09Y03)

详细信息

作者简介:
第一作者：陈忠清, 男, 1984年出生, 博士研究生?电子信箱：q_chen_yk@163.com

中图分类号: TU472.31
计量
- 文章访问数: 85
- HTML全文浏览量: 5
- PDF下载量: 108
- 被引次数: 0
出版历程
- 收稿日期: 2012-08-25
- 刊出日期: 2013-04-20

FIELD EVALUATION OF DYNAMIC COMPACTION ON SILT FOUNDATION

1.
1. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China;
2.
2. Huai’an Airport Construction Headquarters,Huai’an 223000,China;
3.
3. Shanghai CAAC New Era Airport Design &Research Institute Co.,Ltd.,Shanghai 200335,China?

摘要

摘要: 在某机场飞行区进行强夯加固浅层粉土地基的现场试验，对地表沉降、地下水位和孔隙水压力等进行了监测，并在试验后进行静力触探试验和标准贯入试验。结果表明：强夯处理后消除了地层6 m深度范围内粉土地基的液化，同时改善了该范围内土层的工程性质。强夯前需采取降水措施，可有效避免出现夯坑内积水和场地局部液化现象，强夯加固产生的超静孔隙水压力消散比较快。强夯施工间隔1 d后不同深度的超静孔隙水压消散比例都超过80%，间隔5 d后超静孔隙水压基本消散，点夯加满夯处理的加固效果整体上好于满夯，并且较小单击夯能和较多夯击次数的点夯施工工艺可以获得较好的加固效果，采用1 500 kN.m夯能点夯两遍和800 kN.m夯能满夯一遍的施工工艺较为合理。
- 地基处理 /
- 强夯法 /
- 粉土 /
- 液化 /
- 原位测试
Abstract: An experimental study was made, which focused on the suitability and construction technique of eliminating silt liquefaction using dynamic compaction.During the trial program several items such as surface settlement and groundwater table and excess pore water pressure were monitored, and in-situ test such as standard penetration test(SPT) and cone penetration test(CPT) were carried out before and after compaction.The results showed that after dynamic compaction the liquefaction of silt up to 6 m was eliminated and the properties of the in-place soils were also improved.Dewatering process was needed before compaction to lower the water level of the site.The dissipation of excess pore water pressure after compaction was found quite fast, with 80 percent of excess pore water pressure dissipated after one day within different depth of the site and complete dissipation after 5 days.The results also showed that with less energy of single tamping combined with full tamping would come to better effect of improvement at this site, so the construction technique of 2 passes single tamping with 1 500 kNm and one pass of full tamping with 800 kNm was recommended.
- ground improvement /
- dynamic compaction /
- silt /
- liquefaction /
- in-situ test ?

HTML全文

参考文献(14)

Menard L, Broise Y. Theoretical and Practical Aspects of Dynamic Consolidation[J]. Journal of Geotechnical Engineering,1975,25(1):3-18.

[2] 《地基处理手册》编委会.地基处理手册[M].3版.北京:中国建筑工业出版社,2008:312-313.

[3] 王连新.珠海机场粉细砂地基强夯处理研究[J].人民长江,1999(5):38-40.

[4] 缪林昌,刘松玉,朱志铎,等.高速公路液化土与软土交互地基强夯法处理研究[J].岩土工程学报,2000,22(4):408-411.

[5] 李仲秋,李春燕.王甫洲水利枢纽砂基强夯处理试验研究[J].长江科学院院报,2000,17(3):51-54.

[6] 张江亭,龙海霞.强夯法处理饱和砂土液化地基[J].公路,2002(3):33-36.

[7] 张福海,王保田,刘汉龙,等.强夯法在城市防洪工程地基加固中的应用研究[J].岩土力学,2004,25(3):490-494.

[8] 王保田,张福海,祝子泓.强夯法加固岷江防洪堤粉土地基的效果检验[J].岩土力学,2004,25(7):1159-1162.

[9] 余冬科.强夯法在高速铁路液化土地基加固方面的应用[J].四川建筑,2008,128(3):66-67.

[10] Majdi A, Sharifi S A, Litkouhi S. Mitigation of Liquefaction Hazard by Dynamic Compaction[C]// Proceedings of the ICEGround Improvement.2007,11(3):137-143.

[11] Kumar S. Reducing Liquefaction Potential Using Dynamic Compaction and Construction of Stone Columns[J]. Geotechnical and Geological Engineering ,2001,19(2):169-182.

[12] Thevanayagam S, Nashed R, Martin G R. Dynamic Compaction of Saturated Sands and Silty Sands: Theory[C]// Proceedings of the ICE-Ground Improvement.2009,162(2):57-68.

[13] Nashed R, Thevanayagam S, Martin G R. Dynamic Compaction of Saturated Sands and Silty Sands: Design[C]// Proceedings of the ICE-Ground Improvement.2009,162(2):81-92.

[14] Nashed R, Thevanayagam S, Martin G R. Dynamic Compaction of Saturated Sands and Silty Sands: Results[C]// Proceedings of the ICE-Ground Improvement.2009,162(2):69-79.

施引文献

资源附件(0)

访问统计