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砂石层中大口径顶管施工技术
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作者 刘保东 《市政技术》 2012年第S1期95-97,155,共4页
西外大街西延雨水管道工程(D=2 600 mm)施工采用顶管方法。针对砂石类土体自稳能力较差、易坍塌的特点,提出了在砂石层中采取手掘式顶管施工工艺如何合理选取顶进设备;为保证围岩的稳定性,对洞口及超前土体进行加固;如何减少管道摩擦阻... 西外大街西延雨水管道工程(D=2 600 mm)施工采用顶管方法。针对砂石类土体自稳能力较差、易坍塌的特点,提出了在砂石层中采取手掘式顶管施工工艺如何合理选取顶进设备;为保证围岩的稳定性,对洞口及超前土体进行加固;如何减少管道摩擦阻力,降低顶进压力等问题的解决措施。这些措施的实施,使该工程在砂石类地质土层中安全、优质地完成了顶进施工,并取得了宝贵的施工数据和施工经验。 展开更多
关键词 顶管 砂石土层 加固 减阻
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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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