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| 花岗岩残积土地基沉降计算的新方法 | |
| 引用本文： | 柴春林,丁波,李智艺.花岗岩残积土地基沉降计算的新方法[J].地下空间与工程学报,2011,7(4):717-722. |
| 作者姓名： | 柴春林 丁波 李智艺 |
| 作者单位： | 1. 中国石油工程建设公司,辽宁大连,116011 2. 深圳地铁集团有限公司,广东深圳,518026 3. 中国铁道科学研究院深圳研究设计院岩土公司,广东深圳,518026 |
| 摘 要： | 地基的变形计算是地基基础设计的一项重要工作内容,地基的变形可以通过各种方法进行计算,本文以附加应力的明德林解为基础,以花岗岩残积土地基为切入点,提出了考虑基础埋深影响的地基沉降计算方法,更加适合高层建筑沉降变形计算；制定出了与之相应的无量纲系数表；通过具体的工程实例,与以布西涅斯克解为基础的地基沉降计算方法进行比较,此... |
| 关 键 词： | 地基最终沉降量 深基础 明德林解 |
A New Method of Settlement Calculation on Granitic Residual Soil |
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| Chai Chunlin,Ding Bo,Li Zhiyi.A New Method of Settlement Calculation on Granitic Residual Soil[J].Chinese Journal of Underground Space and Engineering,2011,7(4):717-722. | |
| Authors: | Chai Chunlin Ding Bo Li Zhiyi |
| Affiliation: | Chai Chunlin1,Ding Bo2,Li Zhiyi3(1.China Petroleum Engineering & Construcion Corp,Dalian,Liao Ning 116011,China,2.Shenzhen Metro Group Co.Ltd.,Shenzhen,Guangdong 518026,3.Shenzhen Research and Design Institute of CARS,China) |
| Abstract: | Settlement calculation is an important content of settlement and base designing,the deformation of settlement can be calculated through different of ways.Based on Mindlin's formula and granitic residual soil,the paper presents a settlement calculation considering the effect of embedment and more suitable to settlement calculation of high-rise buildings and establishs dimensionless coefficient table.This method is compared with the settlement calculation based on Boussinesq's formula by actual projects,outco... |
| Keywords: | final settlement of ground deep foundat ion Mindlin's formula |
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