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                            • 学术堂首页 | 文献求助论文范文 | 论文题目 | 参考文献 | 开题报告 | 论文格式 | 摘要提纲 | 论文致谢 | 论文查重 | 论文答辩 | 论文发表 | 期刊杂志 | 论文写作 | 论文PPT
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                              岩土工程毕业设计开题报告(文献综述+大纲)

                              时间:2018-10-29 来源:未知 作者:依依 本文字数:3609字

                                开题报告是写好岩土工程毕业设计的关键,作为一种特殊文体的展现形式,它不仅需要毕业生完整的向导师汇报前期论文研究情况,还需要汇报时按照一定的格式标准,所以开题报告并不是大家想写什么就写什么,本文分享一篇标准版“岩土工程毕业设计开题报告范文”,星云棋牌官网下载此篇范文从写作内容、格式规范都有详细说明,值得参考。

                              岩土工程毕业设计开题报告

                                论文题目:岩土工程中治理边坡不稳定性的技术研究

                                一、论文背景和意义

                                SUIZHEGUOMINJINGJIDEDUOYUANHUA、GUOJIHUAFAZHAN,YANTUGONGCHENGJIANSHEYIZHIYISHANGSHENGQUSHIZENGZHANG,GUOJIAZHONGDIANZAIDUIXIBUDAOLUKAIFADEJICHUSHANG,YIYANTUGONGCHENG、GONGLUJIANSHEWEIZHU,ZAIZHEIXIEGONGCHENGDEGAIJIAN、TOUZIZHONG,YOUYUSUOZAIDIZHIDIMAODEBUTONGQINGKUANG,QIHOUYINGXIANG,ZIRANTIAOJIAN、SHENGTAIDENGYINSUJIGONGCHENGDAILAIDEZHONGZHONGKUNNAN,GUOJIATOURULEDALIANGDEZIJIN,KEJIANGUOJIADUICIGONGCHENGDEZHONGSHICHENGDU。YANTUGONGCHENGDEKAIFAGUOCHENGZHONG,GAOTIANSHENWADEXIANXIANGBUJIQISHU,GONGCHENGTOUZIDA、GONGQIZHANG,JIZHILIANGDEBAOZHANGDAILAILEJIDADEKUNNAN、TIAOZHAN;ZAIKAIWADEGUOCHENGZHONG,YANZHIBIANPODEXIANXIANGSHIYOUFASHENG,ELIEDEHUANJINGZHONGNANMIANHUIDAOZHISHUITUDELIUSHI,JIANGDALIANGZHIWUYANMEI、POHUAI,TONGSHIYOUFAGEZHONGBUTONGDEDIZHIZAIHAI。YINCI,DUIYUYANTUBIANPODEFANGHUYIJINGCHENGWEIGUOJIAJIYOUGUANBUMENKAOLVDEZHONGDIANWENTI。YAOXIANGYOUHENHAODEFANGHUCUOSHI,JIUBIXUZAIJISHUFANGMIANHEKEJIFANGMIANBUDUANDICHUANGXIN、YINJIN,TONGSHIJIEJIANGUOWAIFADAGUOJIAYIXIECHENGGONGSHIYAN,KAIZHANKEYANHUODONG,DUIWOMENJINHOUDEYANTUGONGCHENGFAZHANJUYOUJUZUQINGZHONGDEYIYI。

                                RANER,ZAIYANTUBIANPODEFENXI、ZHILI、FANGHUDENGGUOCHENGZHONG,DUIQIWENDINGXINGJINXINGYOUXIAODEFENXI、PINGJIA、HELIDICAIYONGYIJINGCHENGWEIDANGXIATIAOZHAN、JIEJUEDEYIDANANTI。BENWENZAIYANJIUZHONG,DUIYANTUBIANPODEPOHUAICHENGYINYUGONGCHENGDIZHIDIMAOXIANGJIEHEJINXINGFENXI,TIGONGLILUNYIJU;DUIQIWENDINGXINGJINXINGFENXI、JISUAN,DECHUHELIDEWENDINGXINGZHIBIAOCANSHU;ZAIWENDINGXINGDEYANJIU、JISUANZHONG,FENXIBUTONGTIAOJIANZHONGDEWENDINGZHIBIAO,BINGDUIQIJINXINGPINGJIA;LINGWAI,ZAIZHILIBIANPOBUWENDING、FANGHUDETONGSHI,CHUANTONGYUXIANDAIXIANGJIEHE,ZHAOCHUGENGSHIHEYUYANTUBIANPODEZHILIFANGFA,CONGERJINXINGHELI、YOUXIAO、JINGJIDESHIGONG。

                                二、国内外研究现状

                                YANTUGONGCHENGJIANSHEZHONG,DUIYUYANTUBIANPODEBUWENDINGXINGJINXINGYOUXIAOFANGHU、HELIJINGJIZHILISHIYANTILIXUEZHONGDEYIBUFENYANJIU、XUEXIDEZHONGDIANNEIRONG。CIXUEKEJINGGUODUONIANDEFAZHAN、YANJIU,YUGONGCHENGHUODONGDENGXIXIXIANGGUAN,SHIYIMENJIAOWEIDULIDEGONGCHENGLIXUEXUEKE。BIANPODEBUWENDINGYUYANTUDEDIZHIDIMAOYOUGUAN,YURENWEIDEGEZHONGYINSUJINMIXIANGLIAN,ZAIBIANPOJIEGOUYUZAOXINGDEYINGXIANGZHONG,DAOZHIBIANPODEBUWENXINGDUOYANGHUA。YINCI,BIANPODEBUWENDINGZAOCHENG、FASHENGSHISHIYOUFASHENG,DUIQIJINXINGJISUAN、PINGJIAYIJINGCHENGWEIYANJIUDEZHONGDIAN。

                                1、国外研究现状

                                ZHUDUOXUEZHEDUIQIJINXINGLEBUTONGDEJISUANFENXI,HENZAOYIQIAN,RUIDIANXUEZHEBIDESENCAIYONGJIXIANPINGHENGFENXIFADUIYANTUBIANPODEBUWENDINGXINGZHILIJINXINGLESHENRUYANJIU,ZAITADEYANJIUZHONG,TICHUYUANHUFA,JIRUGUOMOUBIANPOHUADONGMIANSHOUDAOYANZHONGPOHUAI,JIANGKEYITONGGUOCIHUADONGMIANDEPINGHENGTIAOJIANJISUANCHUQIWENDINGZHIBIAO、XISHU。1936 NIAN,RUIDIANXUEZHEFEILUNZAIQIANZHEXUEZHEDEJICHUSHANG,YANJIUCHURUIDIANTIAOFENFA,CIZHONGFANGFADEYANJIUZHONG,ZHUZHONGHUSHITIAOJIANZHIJIANDEZUOYONGLI。XUEZHEDAILIQUEZAIYANJIUTIAOJIANZUOYONGLIDEFANGANZHONG,DECHUJINGQUEDUJIGAODETIAOFENFA。ZAICIHOUDEBUDUANZUANYANZHONG,GUOWAIGELEIXUEZHEZHANBUDENGRENJIASHETIAOJIANCEXIANGLIDEWEIZHI、FANGXIANG,TUISUANQIANQUAN、WENDINGXISHU,ZHIDAO 1980 NIANYIHOU,CIZHONGFANGFAYIJINGJIAOWEICHENGSHU。1987 NIANHOU,XUEZHEBULUSIDENGRENZAIGETIAOJIANCEXIANGLIDEWEIZHI、FANGXIANGDETUISUANZHONG,ZHUBUTUISUANCHUZONGDEWENDING、ANQUANZHIBIAOCANSHU。

                                2、国内研究现状

                                WOGUOZAIYANTUGONGCHENGBIANPODEZHILI、FANGHUDENGYANJIUXIANGBIGUOWAIJIAOWAN。1952 NIAN,ZHUMINGGONGCHENGSHIXUEZHELIJINCHENGDENGRENCAIYONGJIXIANFENXIFADUIYANTUBIANPOJINXINGFENXI、JISUAN,ZAIMANZUPINGHENGQIEBUWEIBEIGUIZEDEQINGKUANGXIA,DADANJIASHEPOHUAIFUHEDEXIAXIAN,TONGGUOLIUDONGFAZEJISUANSHANGXIAN。

                              星云棋牌官网下载   1975 NIAN,XUEZHECHENHUIFAZAIJIADINGBIANPOLIEMIANDETONGSHI,JIANGQIZUOWEIDUISHULUOXIAN,YIJUXIANXINGDEBUTONGTEDIANYIJIYANTUBIANPODEWENDINGTEDIANDUIQIJINXINGJIXIANFENXI,CONGERDECHUZHUNQUEDESHANGXIANSHUZHI。1977 NIAN,ZHUMINGXUEZHEPANJIAZHENGDENGRENJIDAZHIYUJIXIAOZHIYUANLISHANGDEFENXIZHONG,JINKENENGDEDUICHUANTONGFENXIFAZHONGDELOUDONGJINXINGMIBU。1984 NIAN,XUEZHESUNJUNSHIZAIJIXIANLILUNDEMOHUTEDIANZHONG,GOUJIANQIMOHUJIXIANLILUN,DECHUYITAOSHUANGCENGFUXINGJISUANFANGFA。ZHIDAO 1998 NIANHOU,ZHUMINGXUEZHECHENZUYANGDUIQIANZHEDEJIELUNJINXINGYOUXIAODELUNZHENG。XUEZHELINHONGXUNZAIYANTUBIANPODEFEIXIANXINGYANJIUZHONG,JIASHEHUAYIXIANSHUWEIDUISHULUOXIAN,LIYONGFANFENXIDESIWEIFANGFAJIANGQIJINXINGJIANSUAN,BINGJINYIBUJISUANCHUCAILIAODEQIANGDUZHIBIAO。ZAIDUIYANTUBIANPODEZHILIFENXIZHONG,ZHUDUOXUEZHEYECAIYONGSUIJILILUNFENXIFADUIQIJINXINGFENXI、JISUAN、YANJIU,ZAOZAI 1983 NIAN,XUEZHEZHUYUXUEDENGRENLIYONGJISUANJIGOUJIANQIXITONGRUANJIAN,YUNYONGXITONGRUANJIANDUIYANTUBIANPODEWENDINGXING、ANQUANXINGJINXINGYOUXIAO、KEKAODEFENXI、JISUAN。SUIRANWOGUOZAIZHEIFANGMIANDEYANJIUXIANGDUIJIAOWAN,DANHOULAIZAIZHUDUOXUEZHEDEZUANYAN、TANJIUZHONG,BUDUANDIZUOCHULEYICIYOUYICIDECHENGGUO,ZHIDEHOURENXINWEI、JIEJIAN。SUIZHESHEHUIJINGJI、KEJI、JIAOYUDENGDEDUOYUANFAZHAN,DALIANGXUEZHEZAIZHEIFANGMIANDEYANJIUZHONGYOUTICHULEYIZHONGSHUZHIFENXIFA,BEIYUELAIYUEDUODERENSHIYONG。

                                三、本文主要研究内容和工作

                                GENJUSHANGSHUDELEJIEZHONG,BENWENZAIYANTUGONGCHENGZHONG,DUIYUBIANPODEBUWENDINGXINGJINXINGYANJIU,QIYANJIUSILU、ZONGHEZHILIFANGFAJUTIYOUJIGEFANGMIANDEYANJIU。SHOUXIAN,ZAISHOUJI、YUEDU、LEJIEGUANYUYANTUGONGCHENGJIANSHEZHONG,BIANPOBUWENDINGXINGDEFANGHUCUOSHI、HELIJINGJIZHILIDEXIANGGUANDALIANGGUONEIWAICANKAOWENXIANJICHUSHANG,DUIYANTUBIANPODEBUWENDINGXINGJINXINGFENXI、JISUAN,BINGJIANGGERENGUANDIANJIQIDUIWENTIDECUNZAI、CHULISHANGJINXINGLETANXI;CIGONGCHENGDEJIANSHEZHONG,YANTUBIANPODESHIWENXINGFENXI,CAIYONGJIXIANPINGHENGFENXIFANGFA,CIZHONGFANGFADEQUEDIANSHIWUFADUIYANTUCAILIAODEFEIXIANXINGYINGLIQUANMIANKAOLV。YINCI,BENWENZAIYANJIUZHONG,JIARUDANSUXINGYOUXIANYUANFAJINXINGFENXI、MONI,BINGDUIQILILUNXINGDEXIANGGUANZHISHIJINXINGLEJIE,TONGSHI,WEILEGONGCHENGZAISHIJIYINGYONGZHONGDEDAOSHIYONGDEXIAOGUO,JIANGJIANGDICAILIAOQIANGDU,BINGYONGCIFANGFAFENXI、JISUANBIANPODEWENDING、ANQUANXISHU,BINGDECHUXIANGYINGDEJISUANFANGFA。ZAIGONGCHENGDESHIJIYINGYONGZHONG,WEILEQUEBAOBIANPODESHIWEN,ZAIHAIDEFASHENG,GONGLUDEZHENGCHANGYUNXING,BENWENZAIFENXIBIANPOWENDINGXINGDEJICHUSHANG,ZONGHEFENXIQIBULIANGXIANXIANG,JIUQIYUANYIN,XUNQIUHELI、JINGJIYOUXIAODEFANGHU、ZHILICUOSHI。WEILEJINYIBUZHENGSHIBENYANJIUDEZHENSHI、KEKAO、KEXINGXING,BENWENJIANGCAIYONGSHILIDEFANGFAJINXINGSHIYANSHISHILUNZHENG,BINGJINXINGMONIFENXI、JISUAN,ZHAOCHUQIZONGTIDEANQUANXISHU,XUNQIUZUIJIADEZHILI、FANGHUCUOSHIFANGAN。

                                四、论文研究提纲

                                MU LU

                                第一章 绪 论
                                1.1 背景和意义
                                1.2 研究状况
                                1.3 发展趋势
                                1.4 创新与不足
                              星云棋牌官网下载   1.5 本文主要研究内容和工作

                                第二章 岩土边坡失稳破坏形式与机制
                                2.1 基本概念
                                2.2 破坏形式与影响机制
                                2.3 影响因素的分析
                                2.3.1 岩土边坡岩体结构因素的影响
                                2.3.2 力学因素的影响
                                2.3.3 水因素的影响
                              星云棋牌官网下载   2.3.4 其它因素的影响

                                第三章 边坡稳定性的分析计算方法
                                3.1 分析计算方法
                                3.1.1 定性分析法
                                3.1.2 定量分析法
                                3.1.3 瑞典条分法
                                3.1.4 非确定性分析法
                                3.1.5 毕肖普条分法
                                3.1.6 现场监测分析法
                                3.2 存在的问题

                                第四章 边坡弹塑性有限元理论
                                4.1 弹塑性的基本理论
                                4.1.1 概述
                                4.1.2 岩土塑性力学基础
                                4.2 常用的弹塑性模型
                                4.3 有限元基本理论
                                4.3.1 概述
                                4.3.2 平面八结点等参单元数学分析
                                4.4 弹塑性有限元的程序实现
                              星云棋牌官网下载   4.5 强度折减法计算安全系数

                                第五章 边坡的综合治理
                                5.1 概述
                                5.1.1 岩土边坡治理的原则
                                5.1.2 滑坡模式
                                5.2 岩土边坡的浅层治理
                                5.2.1 地面排水
                                5.2.2 截水沟设计
                                5.2.3 坡面防护
                                5.2.4 冲刷防护
                                5.3 岩土边坡的深层治理
                                5.3.1 排除深层地下水
                                5.3.2 土钉支护
                                5.3.3 锚固技术
                                5.4 深浅层结合的治理
                                5.4.1 挡土墙
                                5.4.2 抗滑桩
                                5.5 本章小结

                                第六章 工程实例
                                6.1 工程实例
                                6.1.1 工程地质条件
                                6.1.2 水文地质条件
                                6.1.3 不良地质条件
                                6.1.4 岩土的物理力学参数试验
                                6.1.5 有限元模型建立及结果分析
                                6.1 工程实例
                                6.2.1 岩体综合强度指标
                                6.2.2 数值模型及边界条件
                                6.2.3 高边坡稳定性分析
                                6.2.4 预应力锚索格子梁加固边坡有限元分析

                                第七章 结论
                                参考文献
                                致谢

                                五、论文研究进度安排

                              星云棋牌官网下载   1、XUANTI:20xxNIAN8YUE20RI——20xxNIAN3YUE9RI

                              星云棋牌官网下载   2、KAITIBAOGAO:20xxNIAN3YUE10RI——20xxNIAN3YUE24RI

                                3、SHOUJIZILIAOJISHISHIYANJIU:20xxNIAN3YUE25RI——20xxNIAN3YUE31RI

                              星云棋牌官网下载   4、WANCHENGCHUGAO:20xxNIAN4YUE1RI——20xxNIAN4YUE10RI

                                5、WANCHENGXIUGAIGAO:20xxNIAN4YUE11RI——20xxNIAN6YUE16RI

                              星云棋牌官网下载   6、WANCHENGDINGGAO:20xxNIAN6YUE17RI——20xxNIAN6YUE21RI

                              星云棋牌官网下载   7、DABIAN:20xxNIAN6YUE22RI——20xxNIAN6YUE25RI

                                六、论文主要参考文献

                              星云棋牌官网下载   [1] RONGGUAN,WANGSIJING,WANGENZHI,DENG.QIANGJIANGYUXIAYUANMOGONGLUDIANXINGGONGCHENGBIANPOWENDINGXINGYANJIU[J].YANSHILIXUEYUGONGCHENGXUEBAO,2008,27(4):704-711.

                              星云棋牌官网下载   [2] Atzeni C, Barla M, Pieraccini M, et al. Early warning monitoring of natural and engineered slopes with ground-based synthetic-aperture radar[J]. Rock Mechanics and Rock Engineering,2015, 48(1): 235-246.

                                [3] ZHAOSHANGYI,ZHENGYINGREN,WANGJIANHUA,DENG.JIYUQIANGDUZHEJIANANQUANXISHUDEBIANPOYANTUCEYALIJISUANFANGFATANTAO[J].YANSHILIXUEYUGONGCHENGXUEBAO,2010,29(9):1760-1766.

                              星云棋牌官网下载   [4] YIN HONG LEI , XU QIAN JUN , LI ZHONG KUI . PENG ZHANG BIAN XING DUI PENG ZHANG TU BIAN PO WEN DING XING DE YING XIANG [J]. YAN TU LIXUE,2009,30(8):2506-2510.

                              星云棋牌官网下载   [5] Gordan B, Armaghani D J, Hajihassani M, et al. Prediction of seismic slope stability through combination of particle swarm optimization and neural network[J]. Engineering with Computers, 2016, 32(1): 85-97.

                                [6] DUTAILIANG.YANZHIBIANPOZHINENGHUAWEIYIFANFENXIJIGONGCHENGYINGYONG[D].ZHONGQING:ZHONGQINGDAXUE 2006

                                [7] DONGJIANHUA,DONGXUGUANG,ZHUYANPENG.SUIJIDIZHENZUOYONGXIAKUANGJIAMAOGANMAOGUBIANPOWENDINGXINGKEKAODUFENXI[J].ZHONGGUOGONGLUXUEBAO,2017,30(2):41-47.

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