袁丽侠. 2003: 宁夏南部黄土的特殊工程性质及防治综述. 工程地质学报, 11(1): 58-63.
    引用本文: 袁丽侠. 2003: 宁夏南部黄土的特殊工程性质及防治综述. 工程地质学报, 11(1): 58-63.
    YUAN Lixia. 2003: SPECIFIC ENGINEERING PROPERTIES OF LOESS AND ITS PREVENTION AND CONTROL IN SOURTH PART OF NINGXIA. JOURNAL OF ENGINEERING GEOLOGY, 11(1): 58-63.
    Citation: YUAN Lixia. 2003: SPECIFIC ENGINEERING PROPERTIES OF LOESS AND ITS PREVENTION AND CONTROL IN SOURTH PART OF NINGXIA. JOURNAL OF ENGINEERING GEOLOGY, 11(1): 58-63.

    宁夏南部黄土的特殊工程性质及防治综述

    SPECIFIC ENGINEERING PROPERTIES OF LOESS AND ITS PREVENTION AND CONTROL IN SOURTH PART OF NINGXIA

    • 摘要: 黄土高原北部的宁南黄土以其强的Ⅱ-Ⅲ级自重湿陷性在我国黄土中占独特地位。究其原因:黄土内部的孔隙结构,粒度组成和胶结类型间的紧密联系,是引起黄土湿陷性强弱或湿陷敏感性高低的内因。影响场地土湿陷敏感性的外因如土层厚度、埋藏深度、水平垂直向渗透系数等又与土的孔隙度和结构类型有关,结构差异将导制湿陷敏感性的差异。黄土湿陷性及湿陷敏感性随深度的增加而递减,通过对该区黄土产生湿陷性机理进行的分析,提出相应的工程防治措施。

       

      Abstract: High collapsibility of loess appears in sorth part of Ningxia. The research result show that the loess collapsibility is causted by pore microstructre, and close relation between granula metrical composition and cement types. Other factors affecting loess collapsibility are soil thickness permeability coefficient, and occurence depth. Other properties of loess are also explained herein. We obtain the detail information of the soil formed in different processes and environments. From these result we suggest a collapsibility mechnism of loess. Finaly some Measures to prevent and control loess deformation are discussed.

       

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