首页 | 本学科首页   官方微博 | 高级检索  
     

软土地区砂石垫层地基的沉降计算
引用本文:戚昆.软土地区砂石垫层地基的沉降计算[J].建筑技术开发,2004(2).
作者姓名:戚昆
作者单位:沈阳市工程质量监督站
摘    要:软土地区采用砂石垫层处理软土地基对提高地基承载力、降低地基沉降量的作用是非常显著的 ,也取得了显著的经济效益。本文从双层地基角度出发 ,按照应力场方法确定此种地基的压缩层厚度 ,再按照分层总和法计算地基沉降量。通过对计算结果和实测值的对比 ,说明大面积砂石薄垫层地基采用当量分层法计算的地基沉降 ,可以较好拟合实际的地基沉降情况

关 键 词:砂石垫层地基  压缩层厚度  沉降量  当量分层总和法

SETTLEMENT CALCULATION OF SAND AND GRAVEL FOUNDATION SOILS IN THE SOFT GROUND REGION
Qi Kun.SETTLEMENT CALCULATION OF SAND AND GRAVEL FOUNDATION SOILS IN THE SOFT GROUND REGION[J].Building Technique Development,2004(2).
Authors:Qi Kun
Abstract:It is very good to improve the bearing capacity and to decrease the settlement of ground,when we do the improvement of soft ground by the means of sand and gravel foundation soils in the poor ground region.There has had a large of profit by it.In this article,the auther studyed the settlement on the double-layered ground theory.The significant depth of compression zone is first calculated on the method of stress field,and next the settlement is calculated by the equivalent and different-total method.By the comparation between the result of calculation and the settlement observation in practice,the method of settlement calculation of a broad sand and gravel foundation soils can be fit for the settlement in practice in soft ground region.
Keywords:Sand and gravel foundation soils  The significant depth of compression zone  Settlement  The equivalent and different-total method  
本文献已被 CNKI 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号