首页|炭质岩坡地软土成因及其路基病害处治研究

炭质岩坡地软土成因及其路基病害处治研究

扫码查看
国家标准或行业标准目前还没有炭质岩坡地软土的术语,但它是公路建设经常遇到的一种特殊性岩土,在路堑开挖或路堤加载的情况下极易发生沿土岩界面滑动的路基病害。通过资料收集、地质调绘、钻探、土工试验、岩石薄片及X射线衍射矿物分析等手段研究了炭质岩坡地软土的特征、成因及其路基病害,提出了科学可行的处治方案:(1)炭质岩区坡地软土呈夹层状、透镜状或鸡窝状分布,厚度不均,下卧地层缺失全风化层,以风化残积及崩坡堆积成因为主,上部存在硬壳层,并具有高天然含水率、大孔隙比、高压缩性、高液限、低强度、弱膨胀及流变性特征;(2)黏土矿物、氧化反应及溶蚀作用是炭质岩坡地软土形成的内因,气候、构造、有利地形、水是其形成的外因;(3)沉降及滑坡是炭质岩坡地软土区公路建设易发生的路基病害,对于路堤可采用换填法、微型桩+换填法、抗滑桩预加固法、复合桩法及桥跨法进行择优处治,对于路堑可采用重力式挡墙、桩板墙、加筋土挡墙、预加固再开挖及防排水进行综合处治。
Research on the Causes of Soft Soil and Roadbed Defect Treatment in Carbonaceous Rock Slope
National or industry specifications do not yet have a term for slope soft soil,but it is a special rock and soil which is often encountered in highway construction.The soft soil is prone to landslide damage along the interface of soil and rock under excavation or loading.In this paper,the characteristics,causes and treatment schemes of slope soft soil in carbonaceous rock area are studied by means of data collection,drilling,geotechnical test,rock thin section and X-ray diffraction mineral analysis.The following conclusions are drawn:(1)The slope soft soil in carbonaceous rock area has the characteristics of flake,lenticular or chicken nest distribution,the thickness is bounded by the interface of soil and rock,the underlying stratum lacks the whole weathering layer,the weathering residual and collapse slope accumulation are the main causes,and the upper part has the characteristics of hard shell layer,and has the characteristics of high natural water content,large void ratio,high compressibility,low strength and weak expansion.(2)Clay minerals,oxidation reaction and dissolution are the internal causes of the formation of carbonaceous rock slope soft soil.Climate,structure,favorable terrain and water are the external causes of its formation.(3)Settlement and landslide are geological disasters that are prone to occur in the construction of soft soil highways on carbonaceous rock slopes.For embankments,replacement method,micro-pile+replacement method,anti-slide pile pre-reinforcement method,composite pile method and bridge span method can be used for optimal treatment.For cutting,gravity retaining wall,sheet pile wall,reinforced soil retaining wall,pre-reinforcement and excavation and waterproof and drainage can be used for comprehensive treatment.

treatment of roadbed defectscarbonaceous rockslope soft soilcauseslandslide

陈云生、米德才、黄磊、孟繁贺、赵子鹏

展开 >

广西交通设计集团有限公司 南宁市 530029

广西岩土灾害防治工程技术研究中心 南宁市 530029

中国地质大学(武汉)湖北巴东地质灾害国家野外科学观测研究站 武汉市 430074

路基病害处治 炭质岩 坡地软土 成因 滑坡

2024

公路
中国交通建设集团有限公司

公路

CSTPCD北大核心
影响因子:0.54
ISSN:0451-0712
年,卷(期):2024.69(12)