高级检索

    滇东竹园地区沉积型膨胀土的发育特征及工程特性

    Development characteristics and engineering properties of sedimentary expansive soil in the Zhuyuan area, eastern Yunnan

    • 摘要: 文章综合运用野外实地调查、地球物理勘探、浅井工程作业以及室内试验分析等多种工作方法与技术手段,对滇东竹园地区膨胀土的发育特征及工程地质特性展开了系统研究。结果表明:竹园地区的沉积型膨胀土主要赋存于上新统茨营组(N2c)中,其分布明显受断裂控制。从物质组成看,膨胀土主要由石英和黏土矿物组成,并含有一定比例的长石和石膏。在工程特性方面,膨胀土具有高分散性、高塑性、高孔隙比等不良特性。具体而言,其黏粒含量为22.0%~69.1%,液限值为38.1~63.0,塑限值为20.4~36.9,塑性指数为14.8~26.1,天然孔隙比大多数接近1,最高可达1.51。此外,竹园地区膨胀土的自由膨胀率为33~65,属于弱膨胀土系列。微观结构研究结果表明,膨胀土中主要的黏土矿物为弯曲片状的伊利石/蒙脱石混层矿物,微观结构属于“面−边”结构,且层间微孔隙发育良好,这一结构特征为水分的迁移以及湿胀干缩提供了便利条件。滇东竹园地区沉积型膨胀土具备的这些不良工程地质特征,是导致区内地质灾害多发、易发的主要因素。因此,在区内进行地质灾害防治工作时,需充分考虑膨胀土的工程地质特性,尤其要高度关注水动力作用所产生的影响。在实际防治过程中,应综合采取排水、支挡、坡面防护等多种措施来进行全面、有效的治理。

       

      Abstract: This study employs multiple methodologies including field investigation, geophysical exploration, shallow well engineering operations, and laboratory analysis to examine the development characteristics and engineering geological properties of expansive soil in the Zhuyuan area of eastern Yunnan. The findings reveal that the sedimentary expansive soil in the Zhuyuan area primarily occurs in the upper Neogene Ciying Formation (N2c), with its distribution significantly controlled by faults systems. From the perspective of material composition, expansive soil predominantly consists of quartz and clay minerals, with notable proportions of feldspar and gypsum. In terms of engineering characteristics, the expansive soil in this area has challenging properties including high dispersibility, high plasticity, and high porosity. The soil presents clay content ranging from 22.0% to 69.1%, liquid limit from 38.1 to 63.0, plastic limit from 20.4 to 36.9, plasticity index from 14.8 to 26.1, and natural porosity ratios predominantly approaching 1, with maximum values reaching 1.51. The free expansion rate ranges from 33-65, classifying it as weak expansive soil. Microstructural analysis indicates that the primary clay minerals comprise curved sheet-like illite/montmorillonite mixed layers. The microstructure exhibits a “face edge”configuration with well-developed interlayer micropores, facilitating water migration and wet swelling and drying shrinkage process. These adverse engineering geological characteristics of sedimentary expansive soil in the Zhuyuan area constitute the primary factors contributing to frequent geological disasters in the region. Consequently, geological disaster prevention and control efforts must thoroughly consider the engineering geological characteristics of expansive soil, particularly the influence of hydrodynamic forces. The implementation of comprehensive prevention measures including drainage systems, support structures, and slope protection, is essential for management of these geological challenges.

       

    /

    返回文章
    返回