贵州典型岩层组合层状边坡失稳机理及稳定性评价理论研究—以牟珠洞滑坡为例-岩土工程专业论文.docxVIP

下载本文档

5
0
约8.39万字
约 89页
2019-04-05 发布于上海
举报
版权申诉

贵州典型岩层组合层状边坡失稳机理及稳定性评价理论研究—以牟珠洞滑坡为例-岩土工程专业论文.docx

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

II II HYPERLINK \l _bookmark0 4.2.5 软硬质岩互层边坡·················································································· 27 HYPERLINK \l _bookmark1 4.3 典型组合层状边坡失稳破坏模式········································································ 28 HYPERLINK \l _bookmark1 4.3.1 蠕滑－拉裂破坏····················································································· 28 HYPERLINK \l _bookmark2 4.3.2 滑移－压致拉裂破坏··············································································· 29 HYPERLINK \l _bookmark3 4.3.3 滑移－拉裂破坏····················································································· 31 HYPERLINK \l _bookmark4 4.3.4 滑移－弯曲破坏····················································································· 32 HYPERLINK \l _bookmark5 4.3.5 弯曲－拉裂破坏····················································································· 34 HYPERLINK \l _bookmark6 4.3.6 塑流－拉裂破坏····················································································· 37 HYPERLINK \l _bookmark6 4.4 本章小结·······································································································37 HYPERLINK \l _bookmark7 5 典型组合层状岩质边坡稳定性评价··········································································· 38 HYPERLINK \l _bookmark7 5.1 概述··········································································································38 HYPERLINK \l _bookmark7 5.2 定性分析方法································································································ 38 HYPERLINK \l _bookmark8 5.2.1 工程地质类比法····················································································· 39 HYPERLINK \l _bookmark8 5.2.2 图解法································································································· 39 HYPERLINK \l _bookmark9 5.3 定量分析方法································································································ 40 HYPERLINK \l _bookmark9 5.3.1 极限平衡法········