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迈式注浆钻进锚杆在老鸦峡隧道砂卵岩层中的应用
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作者 颜杜民 《地质与勘探》 CAS CSCD 北大核心 2003年第1期93-94,共2页
Ⅰ类围岩传统的支护方式是大管棚或小管棚超前支护,但是管棚施工工期长,且施工时经常有塌孔现象造成返工。老鸦峡隧道出口Ⅰ类围岩长为70多米,且为沙砾岩层,原设计为大管棚超前支护,考虑到工期的影响及管棚施工的缺点,在此使用了迈式注... Ⅰ类围岩传统的支护方式是大管棚或小管棚超前支护,但是管棚施工工期长,且施工时经常有塌孔现象造成返工。老鸦峡隧道出口Ⅰ类围岩长为70多米,且为沙砾岩层,原设计为大管棚超前支护,考虑到工期的影响及管棚施工的缺点,在此使用了迈式注浆钻进锚杆这种新材料、新工艺,并取得了一些经验。 展开更多
关键词 迈式注浆钻进锚杆 隧道 砾石岩层 支护方式 围岩 施工工期
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九寨黄龙民用机场土石方挖方区岩石分级与爆破方法的研究
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作者 张志呈 吴久荣 +2 位作者 杨昕皓 吴健 杨毅 《绵阳经济技术高等专科学校学报》 2002年第1期20-26,共7页
九寨黄龙民用机场土石方挖方区主要是卵砾石岩层。对该区卵砾石岩层进行了分级 ,并分别不同地形地质条件对爆破形式和爆破方法进行了论证 ,提出了该区应以平洞硐室爆破为主 。
关键词 九寨黄龙民用机场 土石方挖方区 砾石岩层 爆破形式 松动爆破 岩石分级 平洞硐室爆破
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Numerical Analysis on Soil and Rock Formation of Ancient Gravel Strata Around Nanjing 被引量:1
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作者 XIA JIA and CHEN XINMIN Dept. of Civil Engineering, Nanjing Architectural and Civil Engineering institute, Nanjing 210009 (China) 《Pedosphere》 SCIE CAS CSCD 2001年第3期263-269,共7页
Research samples were taken from an ancient gravel stratum which is not only a representative soil layer along the middle-lower reaches of the Yangtze River in East China, but also one of the primary Neozoic strata in... Research samples were taken from an ancient gravel stratum which is not only a representative soil layer along the middle-lower reaches of the Yangtze River in East China, but also one of the primary Neozoic strata in Naming district. Located mostly on the second and third terraces, the ancient gravel strata formed the geomorphic landscapes of terrace and step. They were complex in constitution, varied widely in stability, of multiple sources, locally derived, and associated with braided streams in the deposition environment. A CIPW (Cross, Iddings, Pirsson and Washington) method modified by the author was used to analyze the soil-rock-forming materials of finer grains (less than 2 mm in size) of the ancient gravel stratum. Results of the analysis showed that the sandy grains were composed of apatite, ilmenite, potassium feldspar, plagioclase, enstatite and free quartz, the clay mainly of kaolinite, and the cement of a combination of silicon, aluminum and iron at a ratio of 46:44:10. In the soil-rock-forming processes, including compactional solidification, water-stable illuviation-cementation t homogeneous overgrowth and so on, the loose soil-rock-forming components gradually changed into consolidated soil and further to the early stage of lithification. Meanwhile, from the analysis, we found that the ancient gravel stratum had been protected by the overlying Xiashu loess or basalt and the overloading resulted in overconsolidated strata. The modified CIPW method was applicable and effective for semi-quantitative analysis. 展开更多
关键词 ancient gravel stratum numerical analysis soil-rock-forming processes
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