基于地基土超固结特性的浅层平板载荷试验分析  

Experimental Analysis of Shallow Flat Plate Load Based on the Overconsolidation Characteristics of Foundation Soil

作　　者：黄务宏 HUANG Wuhong(Guangzhou Conghua Constructional Engineering Quality Supervision Detection Room,Guangzhou 510900,China)

机构地区：[1]广州市从化区建筑工程质量监督检测室,广州510900

出　　处：《中国厨卫》2024年第11期64-66,共3页Chinese Kitchen & Bathroom

摘　　要：为实现对工程地面荷载、沉降问题的深入检测,相关人员通过浅层平板载荷试验,在明确稳定沉降的基础上,着重分析不同指标下超固结特性地基土的地基承载力。基于此,文章针对地基土的超固结特性浅层平板载荷试验展开分析,采用不同形状、尺寸的载荷板科学测定地基承载力;同时,有效明确地基土变形参数,为相关工程地基高质量建设提供数据支撑。In order to achieve in-depth detection of ground load and settlement problems in engineering,relevant personnel conducted shallow plate load tests and focused on analyzing the foundation bearing capacity of overconsolidated soil under different indicators based on clear stable settlement.Based on this,the article conducts an analysis of the shallow flat plate load test on the overconsolidation characteristics of foundation soil,using load plates of different shapes and sizes to scientifically determine the bearing capacity of the foundation;At the same time,effectively clarifying the deformation parameters of the foundation soil provides data support for the high-quality construction of related engineering foundations.

关 键 词：浅层平板载荷试验 载荷板 地基土 沉降量 承载力 

分 类 号：TU431[建筑科学—岩土工程]