【正文】 the calculate results and the data of geology survey,we can calculate and design antislide piles. This paper discusses some basic principles of landslide treatment as theoretic calculate. Basing on the basic principles and the calculate results, a project of the landslide treatment be provided. Key words: stability slide piles landslide treatment 江西農(nóng)業(yè)工程職業(yè)學(xué)院畢業(yè)論文 1 目 錄 ......................................................................................... 1 ............................................................................................. 1 地形地貌 ............................................................................................ 1 地層巖性與巖土工程地質(zhì)特征 ......................................................... 1 地質(zhì)構(gòu)造 ............................................................................................ 3 水文地質(zhì)條件 .................................................................................... 5 人類工程活動(dòng) .................................................................................... 5 .................................................................................................... 7 邊坡形態(tài)特征 .................................................................................... 7 邊坡物質(zhì)組成 .................................................................................... 7 邊坡的水文地質(zhì)條件 ........................................................................ 8 ....................................................................................... 10 邊坡類型及安全等級(jí) ...................................................................... 10 影響邊坡穩(wěn)定性的因素 ................................................................. 10 邊坡穩(wěn)定性分析 ..............................................................................11 邊坡破壞模式及控制條件 .............................................................. 13 邊坡巖石的物理力學(xué)性質(zhì) .............................................................. 15 ....................................................................................... 16 按巖層層面滑動(dòng)進(jìn)行穩(wěn)定性驗(yàn)算 ................................................... 16 按巖體破裂面進(jìn)行穩(wěn)定性驗(yàn)算 ....................................................... 17 按裂隙面滑動(dòng)進(jìn)行穩(wěn)定性驗(yàn)算 ....................................................... 19 ........................................................................................... 21 江西農(nóng)業(yè)工程職業(yè)學(xué)院畢業(yè)論文 2 設(shè)計(jì)依據(jù) .......................................................................................... 21 選擇支護(hù)方案 .................................................................................. 21 設(shè)計(jì)原則 ............................................................ 21 設(shè)計(jì)支護(hù) 方案 ..................................................... 22 錨桿計(jì)算的理論基礎(chǔ) ...................................................................... 22 錨桿的基本原理 .................................................. 23 錨桿的力學(xué)作用 .................................................. 23 錨桿計(jì)算成果整理 .......................................................................... 25 ........................................................................................... 28 施工工序 .......................................................................................... 28 施工監(jiān)測(cè) .......................................................................................... 29 監(jiān)測(cè)工作的任務(wù)和目的 ....................................... 29 監(jiān)測(cè)設(shè)計(jì)方案主要技術(shù)依據(jù)及原則 ...................... 29 監(jiān)測(cè)工作設(shè)計(jì) ................................................................................. 30 監(jiān)測(cè)工作布置 ..................................................... 30 觀測(cè)方法 ............................................................ 30 參考 文獻(xiàn) ..................................................................................................... 31 結(jié)束語(yǔ) ......................................................................................................... 32 附圖 ............................................................................................................. 33 江西農(nóng)業(yè)工程職業(yè)學(xué)院畢業(yè)論文 1 忠縣位于三峽工程庫(kù)區(qū)中部，縣城上游距重慶市 240km，下游距長(zhǎng)江三峽工程壩址約 360km。除了理論上的計(jì)算之外，本文還論述了 邊 坡治理的一些基本原則。 江西農(nóng)業(yè)工程職業(yè)學(xué)院畢業(yè)論文 1 摘 要 本篇畢業(yè)論文從土力學(xué)基本理論出發(fā)，結(jié)合相關(guān)設(shè)計(jì)規(guī)范及工程實(shí)際，對(duì)某邊坡治理工程進(jìn)行初步設(shè)計(jì)。在設(shè)計(jì)中采用計(jì)算 邊 坡推力的方法進(jìn)行 邊 坡穩(wěn)定性分析，并以滑坡推力的計(jì)算結(jié)果和地質(zhì)勘測(cè)資料作為肋梁錨桿支護(hù)計(jì)算、設(shè)計(jì)的依據(jù)。根據(jù)這些基本原則和計(jì)算結(jié)果，給出了治理 邊 坡的方案。 本 邊坡 位于忠縣縣城上游、長(zhǎng)江左岸，距縣城 10km。 忠縣地處川東低山丘陵區(qū)，屬中緯度亞熱帶東南季風(fēng)暖氣候區(qū)，四季分明，氣候溫和，濕熱多雨，雨量充沛。