第四章(路基稳定性分析计算) [兼容模式]（The fourth chapter (analysis and calculation of subgrade stability) [compatible mode]）.docVIP

下载本文档

2
0
约1.64万字
约 31页
2017-09-02 发布于河南
举报
版权申诉

第四章(路基稳定性分析计算) [兼容模式]（The fourth chapter (analysis and calculation of subgrade stability) [compatible mode]）.doc

1、有哪些信誉好的足球投注网站（book118）网站文档一经付费（服务费），不意味着购买了该文档的版权，仅供个人/单位学习、研究之用，不得用于商业用途，未经授权，严禁复制、发行、汇编、翻译或者网络传播等，侵权必究。。
2、本站所有内容均由合作方或网友上传，本站不对文档的完整性、权威性及其观点立场正确性做任何保证或承诺！文档内容仅供研究参考，付费前请自行鉴别。如您付费，意味着您自己接受本站规则且自行承担风险，本站不退款、不进行额外附加服务；查看《如何避免下载的几个坑》。如果您已付费下载过本站文档，您可以点击这里二次下载。
3、如文档侵犯商业秘密、侵犯著作权、侵犯人身权等，请点击“版权申诉”（推荐），也可以打举报电话：400-050-0827(电话支持时间：9:00-18:30)。
4、该文档为VIP文档，如果想要下载，成为VIP会员后，下载免费。
5、成为VIP后，下载本文档将扣除1次下载权益。下载后，不支持退款、换文档。如有疑问请联系我们。
6、成为VIP后，您将拥有八大权益，权益包括：VIP文档下载权益、阅读免打扰、文档格式转换、高级专利检索、专属身份标志、高级客服、多端互通、版权登记。
7、VIP文档为合作方或网友上传，每下载1次，网站将根据用户上传文档的质量评分、类型等，对文档贡献者给予高额补贴、流量扶持。如果你也想贡献VIP文档。上传文档

第四章(路基稳定性分析计算) [兼容模式]（The fourth chapter (analysis and calculation of subgrade stability) [compatible mode]）

第四章(路基稳定性分析计算) [兼容模式]（The fourth chapter (analysis and calculation of subgrade stability) [compatible mode]） The fourth chapter, subgrade slope stability design, the fourth chapter, subgrade slope stability design, subgrade slope stability design, the fourth chapter, subgrade slope stability design meter Section 4-1 overview section 41 overview The analysis of section 42 linear sliding surface of slope stability, the linear sliding surface of slope stability 4-2 The analysis of section 43 curve sliding surface of slope stability, 4-3 curve sliding surface of slope stability The 4-4 analysis of steep slope embankment stability Stability analysis of 4-5 soaked embankment. Section 44 steep slope embankment stability analysis B. The 4-6 analysis of subgrade slope seismic stability One Section 4-1 overview The object of slope stability design: High fill deep excavation embankment, steep slope embankment, waterlogged embankment and landslide or soft soil are disadvantageous Special subgrade under condition Two Section 4-1 overview Morphological characteristics of unstable rock and soil: Linear (sandy soil) () 1:m The outer circle slope toe circle circle Three Location of fracture surface of circular arc (cohesive soil) Section 4-1 overview First, the principle of slope stability Section 4-1 overview In order to solve these statically indeterminate problems, it is necessary to make some assumptions to make them statically determinate: The basic method of mechanical calculation of subgrade slope stability is to analyze unstable sliding body along the sliding surface Sliding force T and anti sliding force R, according to the principle of balance, the ratio of the two is the stability coefficient K 2 Five hundred and twelve 01 .~.. . T RK Section 4-1 overview Two. Calculation parameters of slope stability analysis (1) calculation parameters of soil; Experimental data of soil needed for subgrade stability analysis Six Section 4-1 overview (1) calculation parameters of soil; Se