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Comparison of SCS Double Hydrometer Test of Dispersivity of Soil with Pin Hole Test & Chemical Analysis of Pore Water Extract of Soil

机译:土壤墩水提取物墩孔试验和孔隙水化学分析对土壤分散性SCS双液压仪试验的比较

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Dispersive soils in general are very erodible and easily deflocculated in water. Use of dispersive clay soils in hydraulic structures and embankment dams or any other water retaining structures can cause serious engineering problems if these soils arenot identified in the construction stage. These soils however can be used in embankment with proper quality control. The conventional index tests such as particle size distribution and Atterberg limits, which are normally, performed on soils are inadequate to identify dispersivity of soils. The available test methods as per ASTMfor dispersive soils are Crumb Test, Pinhole test, SCS double hydrometer Test and chemical analysis of pore water extract. The pinhole test, originally developed by Sherard, which models the erosional performance of soils, is the best test for determining dispersivity of soil. The test is based on visual assessment of the presence of turbidity in the emerging water, and on measurement of the rates of flow. The chemical analysisof soils pore water extract is also seems to be reliable methods for characterizing soil dispersivity. The phenomenon of dispersivity is due to the presence of dissolved sodium content in pore water and therefore its percentage was calculated by estimating total dissolved cations (Na, K. Ca& Mg) present in soils pore water extract. The crumb test is a qualitative test, whereas The SCS dispersion test evolved from the correlation of earth-structure failures and physiochemical soil characteristics161. For identification of dispersivity of soil,out of above mentioned four methods, one particular method may not identify all dispersive clay soil. Therefore they may be performed individually or used together to help verify dispersion1'31. On the basis of above facts, an attempt has been made to correlate the performance SCS double hydrometer test of dispersivity of soil with Pinhole test & Chemical analysis ofpore water extract of soil. A total of 130 data were selectedfrom different river valley projectsfor the analysis. This paper presents comparison of SCS double hydrometer test of dispersivity ofsoil with Pinhole test & Chemical analysis ofpore water extract of soil.
机译:一般的分散土壤非常易于易于易于易于偏离水中。如果在施工阶段中确定的那种土壤裁定,则在液压结构和堤坝中使用分散粘土土壤或任何其他水保留结构会导致严重的工程问题。然而,这些土壤可以用适当的质量控制堤防。通常在土壤上进行的粒度分布和Atterberg限制的常规指标测试是不充分的,以识别土壤的分散性。可用的测试方法根据ASTM的分散土壤是Crumb试验,针孔试验,SCS双液压仪测试和孔隙水提取物的化学分析。针孔试验最初由Sherard开发的,模拟土壤的侵蚀性能,是确定土壤分散性的最佳测试。该测试基于出现水中浊度的存在,以及测量流动速度的视觉评估。土壤孔隙水提取物的化学分析似乎是可靠的特征土壤分散性的方法。分散性的现象是由于孔隙水中存在溶解钠含量,因此通过估计土壤孔隙水提取物中存在的总溶解阳离子(Na,K.Ca&Mg)来计算其百分比。 Crumb试验是一种定性测试,而SCS分散试验从地球结构故障和物理化学土壤特性的相关性演变。为了鉴定土壤的分散性,在上述四种方法中,一种特定方法可能无法识别所有分散粘土土壤。因此,它们可以单独地或一起使用,以帮助验证Dispersion1'31。基于高于事实的基础,已经尝试与土壤水提取物的针孔试验和化学分析相关,将土壤分散性的性能SCS双压力计试验相关。分析中共有130个数据,不同的河流谷项目。本文介绍了对土壤水提取物针孔试验和化学分析的分散性SCS双压力计试验的比较。

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