摘要
非饱和土体的理论研究落后于实践工程应用。结合郑少高速公路土体变形监测,简述分层土体沉降和土体测斜的原理与方法,研究非饱和土体变形规律,验证无砂砼小桩处理桥头跳车问题实际效果。
Theory on unsaturated soil is far more behind its using in practical engineering. Based on ZhengzhouShaolin highway soil deformation monitoring practice, the principle of deep soil settlement monitoring and its lateral displacement survey are reviewed, then the deformation discipline of unsaturated soil is studied. The measuring result ratifies the nonaggregate minipile technology in abutment vehicle jumping mitigation processing.
出处
《河南科学》
2003年第5期631-635,共5页
Henan Science
关键词
非饱和土
变形监测
沉降
侧向水平位移
无砂砼小桩
unsaturated soil
deformation monitoring
settlement
lateral displacement
non-aggregate mini-pile technology