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首页> 外文期刊>International Journal of Geo-Engineering >Geotechnical characterization of a highway route alignment with light weight penetrometer (LRS 10), in southeastern Nigeria
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Geotechnical characterization of a highway route alignment with light weight penetrometer (LRS 10), in southeastern Nigeria

机译:尼日利亚东南部使用轻型针入度计(LRS 10)进行高速公路路线路线的岩土工程表征

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Abstract Background It is required to carry out geotechnical characterization of the subgrade for a proposed 18 km dual carriageway alignment. A light weight penetrometer, LRS 10 was chosen as an exploratory tool to carry out the investigation. Methods The LRS 10 penetrometer was deployed at an average interval of 250 m along the proposed alignment, and was used to sound the soil consistency up to 6.0 m depth. Trial pits were dug at locations closed to the LRS 10 sounding positions from which soil samples were collected for laboratory analysis. A software, UK DCP version 3.1 was employed to analyze the LRS 10 field data. Results The LRS 10 results classified the highway alignment into three zones based on in situ relative density while the UK DCP software gives penetration index and CBR values of soil layers from the ground surface up to 1.5m depth. Laboratory analyses places the dominant soils in the area into clayey sand (SC, A-2- 4, A-2- 6), silty sand (SM, A-2-7), and a combination of the two (SM-SC, A-6). Exception is the occurrence of Inorganic silt MH and ML, and organic silt OH (A-7-5) in a few locations along the alignment. These soils are predominantly nonexpansive (plasticity index less than 15 %) but a few are moderately expansive (plasticity index between 15 and 25 %). Sub-grade stiffness as indicated by resilient modulus values were estimated from the largest penetration index values (lowest strength) using established correlation equations; this gives resilient modulus values between 27 MPa to 304 MPa. Conclusion The soil types dominant along the proposed highway alignment were classified and characterized in strength. The soil types is consistent with the geology of the area the alignment transects. The subgrade stiffness of some sections of the alignment will need improvement to meet minimum strength required for a highway pavement. Some useful correlations of strength parameters were proposed.
机译:摘要背景对于拟议的18 km双车道走线,需要对路基进行岩土工程表征。选择了轻质渗透计LRS 10作为进行研究的探索工具。方法LRS 10渗透仪沿拟议的路线平均间隔250 m部署,用于测深6.0 m深度的土壤稠度。在靠近LRS 10探测位置的位置挖出试验坑,从中收集土壤样品用于实验室分析。使用UK DCP 3.1版软件分析LRS 10现场数据。结果LRS 10结果基于原地相对密度将高速公路路线划分为三个区域,而UK DCP软件给出了从地面到1.5m深度的土壤层的渗透指数和CBR值。实验室分析将该地区的主要土壤置于黏土砂(SC,A-2-4,A-2-6),粉质砂(SM,A-2-7)以及两者的组合中(SM-SC) ,A-6)。唯一的例外是沿路线的一些位置出现了无机粉尘MH和ML,以及有机粉尘OH(A-7-5)。这些土壤主要为非膨胀性(可塑性指数小于15%),但少数为中等膨胀性(可塑性指数在15%至25%之间)。弹性模量值表示的路基刚度是使用建立的相关方程从最大渗透指数值(最低强度)估算的;这给出了27 MPa至304 MPa之间的弹性模量值。结论对拟建公路沿线优势土壤类型进行了分类和强度表征。土壤类型与路线横断面所在地区的地质情况一致。路线的某些部分的路基刚度将需要改善,以满足公路路面所需的最小强度。提出了一些有用的强度参数相关性。

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