淺析地基不均勻沉降的原因

1、畢業(yè)設(shè)計(jì)（論文）淺談地基不均勻沉降的原因分析及對(duì)策學(xué)生姓名：指導(dǎo)教師：專(zhuān)業(yè)名稱(chēng)：哈爾濱工程大學(xué)繼續(xù)教育學(xué)院2014 年 4 月畢業(yè)設(shè)計(jì)用紙哈爾濱工程大學(xué)繼續(xù)教育學(xué)院ABSTRACTMany project accidents occur in the foundations of domestic buildings and foreign buildings. This is because various local enginee

2、ring geology conditions make different earth distribution and earth physics mechanical properties. Even if identical building location, often soil texture is non-uniformity settlement.The non-uniformity settlement of gro

3、und foundation is harmful to the building, especially to the masonry structure and the concrete frame structure. It may cause wall, and. even collapses of whole or local building, which threaten to the house normal use a

4、nd the people's life and property. Therefore, correctly understanding the harm of non-uniformity settlement to the building, thoroughly analyzing the reason of the accidents, and proposing effective preventing counte

5、rmeasures, have a great project practical significance. Therefore, correctly understanding the harm of non-uniformity settlement to the building, thoroughly analyzing the reason of the accidents, and proposing effective

6、preventing countermeasures, have a great project practical significance.The reason of project accidents caused by ground foundation non-uniformity settlement of the ground foundation is various. Summarizes are three aspe

7、cts: namely reason comes from the ground aspect; reason comes from the building frame aspect and the human factor. This article makes thoroughly discussion and the research on the accident reason of non-uniformity settle

8、ment of the masonry structure and the reinforced concrete frame structure the basis of summarizing the predecessor research results and related experience in the project accidents.Code for design of the ground foundation

9、s(GB50007-2011)，Code for design of masonry structures(GB50003-2011)，and Code for design of concrete structures (GB50010-2010) have relative stipulations on ground distortion of the building and the crack opening of struc