Articles

Explosive Compaction Technology Applied to Weak Areas of High-filled Embankment

  • WEI Lianyu ,
  • LIU Yanzhu ,
  • MA Shibin ,
  • WANG Qingzhou
Expand
  • School of Civil Engineering, Hebei University of Technology, Tianjin 300401, China

Received date: 2014-01-20

  Revised date: 2014-04-01

  Online published: 2014-06-06

Abstract

Application of the explosive compaction technology is proposed to solve the problem that conventional high-filled embankment reinforcementproject is costlyand has unsatisfactory effect.,A cavity is formed after blasting in soilunderground,withthe soil around the cavitycompressed under blast loading.The embankment is reinforcedby filling materials into the blasting cavity and compressingthem layer by layer. This paper studies the explosive experiments under nine different conditions and analyzesthe compaction effectunder different water content and compaction degree. The results show thatsoil with lowcompactiondegree and highwatercontent before blastingformsblasting cavities with relatively large radius.The test project carried out on a highwaywith highfilled embankmentdemonstrated that application of thetechnology achieved satisfactory effect with undamagedpavement and slope, shortened duration of maintenance and repair,reduced cost,and reduced impact of road construction on traffic.

Cite this article

WEI Lianyu , LIU Yanzhu , MA Shibin , WANG Qingzhou . Explosive Compaction Technology Applied to Weak Areas of High-filled Embankment[J]. Science & Technology Review, 2014 , 32(15) : 49 -52 . DOI: 10.3981/j.issn.1000-7857.2014.15.006

References

[1] 高永亮, 阴翔宇. 注浆加固法在路基沉降处治中的应用[J]. 科技创新 与应用, 2013(31): 203-203. Gao Yongliang, Yin Xiangyu. Application of grouting method in subgrade settlement treatment[J]. Technology Innovation and Application, 2013(31): 203-203.
[2] 刘家庆, 杨楠. 百罗高速公路路基注浆加固工程实例分析[J]. 西部交 通科技, 2012(12): 17-20. Liu Jiaqing, Yang Nan. Case analysis of bailuo expressway roadbed crouting reinforcement engineering[J]. Western China Communication Science & Technology, 2012(12): 17-20.
[3] 杨升光. 用路基压密注浆法处治路基滑坡[J]. 公路交通科技: 应用技 术版, 2006(6): 43-44. Yang Shengguang. Subgrade compaction Grouting method in treatment of subgrade landslide[J]. Journal of Highway and Transportation Research and Development, 2006(6): 43-44.
[4] 蔡宏庆. 路基注浆加固方案的实施[J]. 公路与汽运, 2004(3): 46-48. Cai Hongqing. The implementation of roadbed grouting reinforcement scheme[J]. Highways & Automotive Applications, 2004(3): 46-48.
[5] 李治平. 压浆法加固黄土地区公路路基的应用[J]. 内蒙古公路与运 输, 2000(3): 9-11. Li Zhiping. Application of grouting method in the reinforcement of highway subgrade in loess area[J]. Highways &Transportation in inner Mongolia, 2000(3): 9-11.
[6] Elliott R E, Clarke L, Gohl B, et al. Explosive compaction of foundation soils for the seismic upgrade of the seymour falls dam[C]// International Society of Explosives Engineers. 35th Annual Conference, February 2009, Denver.
[7] 蔡德钩, 叶阳升. 爆炸法处理地基技术[J]. 铁道建筑技术, 2005(1): 63-64. Cai degou, Yeyangsheng. Blasting method for foundation treatment technology[J]. Railway Construction Technology, 2005(1): 63-64.
[8] 潘强. 爆炸荷载作用下土体压密效应研究[D]. 成都: 西南交通大学, 2010. Pan Qiang. Study of soil compaction effect by blast loading[D]. Chengdu: Southwest Jiaotong University, 2010.
[9] 哈努卡耶夫. 矿岩爆破物理过程[M]. 刘殿中译. 北京: 冶金工业出版 社, 1980. Ханукаев А Н. Explosive physical process of mine and rock[M]. Liu Dianzhong trans. Beijing: Metallurgy Industry Press, 1980.
[10] 钱七虎, 王明洋. 岩土中的冲击爆炸效应[M]. 北京: 国防工业出版 社, 2010. Qian Qihu, Wang Mingyang. Shock and explosive effect in rock and soil[M].Beijing: National Defense Industry Press, 2010.
[11] 李克升. 两种工业炸药[M]. 昆明: 云南科技出版社, 2009. Li Kesheng. Two kinds of industrial explosives[J]. Kunming: Yunnan Technology Press, 2009.
Outlines

/