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隧道建设(中英文) ›› 2015, Vol. 35 ›› Issue (5): 455-462.DOI: 10.3973/j.issn.1672-741X.2015.05.011

• 施工技术 • 上一篇    下一篇

南昌复合地层盾构渣土改良技术

刘卫   

  1. (江西中昌工程咨询监理有限公司, 江西南昌 330088)
  • 收稿日期:2015-01-10 修回日期:2015-04-06 出版日期:2015-05-20 发布日期:2015-05-22
  • 作者简介:刘卫(1971—),女,江西南昌人,2003年毕业于南昌大学,结构工程专业,硕士,高级工程师,现从事隧道工程技术工作。

Ground Conditioning Technology for Shield Tunneling in Composite Strata in Nangchang

LIU Wei   

  1. (Jiangxi Zhongchang Engineering Consultant Co., Ltd., Nanchang 330088, Jiangxi, China)
  • Received:2015-01-10 Revised:2015-04-06 Online:2015-05-20 Published:2015-05-22

摘要:

为解决在南昌富水条件下砂层与泥质粉砂岩复合地层中喷涌、结“泥饼”、渣土“流塑性差、含水量高、渗透系数大”等施工难点,以南昌地铁1号线中子(中山西路站—子固路站)区间、八八(八一广场站—八一馆站)区间盾构施工为背景,通过数据统计及案例分析,得出液态高分子聚合物可作为抑制喷涌常态措施,泥质粉砂岩及富水砾砂层地质条件下,选取泡沫剂作为渣土改良添加剂,在砂砾石与泥质粉砂岩的复合地层,可考虑添加一定量的膨润土或高分子聚合物,解决砂砾石地层中渣土流动性差、防喷涌及粉质泥沙岩中结“泥饼”等问题。砂砾层体积与渣土总体积之比小于等于1/3时,渣土改良方式采用泡沫剂与分散剂溶液;大于1/3而小于2/3时,改良方式采用膨润土与泡沫剂溶液;大于等于2/3时,改良方式采用水土比8∶〖KG-*2/3〗1膨润土与浓度为3%泡沫剂溶液,但膨润土用量应增加。

关键词: 南昌地铁, 土压平衡盾构, 富水砾砂, 泥质粉砂岩, 复合地层, 泡沫剂, 高分子聚合物, 渣土改良

Abstract:

During shield tunneling in the composite strata consisting waterrich sand and silty sandstone in Nanchang, difficulties such as water/muck gushing, muck blocking, poor muck plasticity, waterrich muck and highlypermeable muck may be faced. In the paper, the ground conditioning applied in the construction of ZhongZi running tunnel and BaBa running tunnel on Line 1 of Nanchang Metro is studied. Conclusions drawn are as follows: 1) Liquid highmolecular polymer may be taken as the common measure to control the water/muck gushing; Foam may be taken as the ground conditioning agent in silty sandstone geology and waterrich gravel sand strata; 2) In the composite ground consisting of sand gravel and silty sandstone, some bentonite or highmolecular polymer may be added so as to solve such problems as low fluidity of mucks, water/muck gushing and muck blocking; 3) Where the volume of the sand gravel is not more than 1/3 of the total volume of the mucks, foam and dispersing solution may be used for grounding conditioning; Where the volume of the sand gravel ranges from 1/3 to 2/3 of the total volume of the mucks, bentonite and foam solution may be used for grounding conditioning; Where the volume of the sand gravel is equal to or larger than 2/3 of the total volume of the mucks, bentonite solution (with the waterbentonite ratio being 8∶〖KG-*2/3〗1) and foam solution (with the foam concentration being 3%) may be used for grounding conditioning, and the consumption of bentonite shall be increased. 

Key words: Nanchang Metro, earth pressure balanced (EPB) shield, waterrich gravel sand, silty sandstone, composite ground, foam, highmolecular polymer, ground conditioning

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