【正文】 畢業(yè)設(shè)計(jì)（論文）報(bào)告紙 ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ 裝 ┊ ┊ ┊ ┊ ┊ 訂 ┊ ┊ ┊ ┊ ┊ 線 ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ 第 1 頁 共 28 頁 中衛(wèi) — 貴陽聯(lián)絡(luò)線 BE106 滑坡設(shè)計(jì) 作者姓名： XXX 學(xué) 號(hào)： xxxxxxxxx 專 業(yè)： 地質(zhì)工程（工程地質(zhì)） 指導(dǎo)教師： xxxxx 摘 要 本設(shè)計(jì)以 中衛(wèi) — 貴陽聯(lián)絡(luò)線 BE106 滑坡勘察報(bào)告為依據(jù)，分析了滑坡的工程地質(zhì)條件及基本特征。在此基礎(chǔ)上研究了影響滑坡失穩(wěn)的因素，進(jìn)而分析了滑坡的成因機(jī)制。然后對(duì)滑坡的穩(wěn)定性進(jìn)行了定性評(píng)價(jià)，并采用極限平衡原理和傳遞系數(shù)法，計(jì)算出滑坡的穩(wěn)定性系數(shù)和滑坡推力，對(duì)滑坡穩(wěn)定性進(jìn)行了定量評(píng)價(jià)。按照 “ 經(jīng)濟(jì)合理，工期 短，工程技術(shù)可行，治理效果 安全可靠”的設(shè)計(jì)原則 ，從中選取了抗滑樁 +排水工程 的治理方案，對(duì)滑坡做了治理設(shè)計(jì)。 關(guān)鍵詞 :滑坡 ,穩(wěn)定性 ,治理設(shè)計(jì) ,抗滑樁 ,排水工程 畢業(yè)設(shè)計(jì)（論文）報(bào)告紙 ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ 裝 ┊ ┊ ┊ ┊ ┊ 訂 ┊ ┊ ┊ ┊ ┊ 線 ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ 第 2 頁 共 28 頁 Abstract Based on the geotechnical data of the BE106 landslide, the geological condition about the landslide was studied, then the factors which tampered with the slope’s stability were construed, the reasons which caused the landslide were analyzed and the landslide’s stability was estimated. According to the unbalance thrust transmission coefficient method’s principle and supposition， the landslide’s stability coefficient was calculated. Then the landslide’s stability was appraised. Based on the analysis, the treatment measure were advanced. According to the result of the slope stability calculation, the design principle was that the project cost was reasonable, time limit for the project was much less, the technique was possible and the project was simple and easy to construct. Finally, a revised designing program has been chosen, which included antislide pile and drainage works . At last， the slope’s designation of remedying engineering was made. Keywords: landslide, stability, antislide pile, drainage works 畢業(yè)設(shè)計(jì)（論文）報(bào)告紙 ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ 裝 ┊ ┊ ┊ ┊ ┊ 訂 ┊ ┊ ┊ ┊ ┊ 線 ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ 第 3 頁 共 28 頁 目錄 第 1章 前 言 .......................................................... 3 ................................................ 5 ............................................ 6 .............................................. 6 .................................................. 6 .................................................. 7 ................................................ 7 第 2章 滑坡區(qū)自然地理及工程地質(zhì)條件 ................................... 8 自然地理?xiàng)l件 ................................................... 8 .................................................. 8 .................................................. 8 .................................................... 8 .................................................... 8 滑坡工程地質(zhì)條件 ............................................... 8 .................................................. 8 地層巖性 .................................................. 9 .......................................... 9 地質(zhì)構(gòu)造與地震效應(yīng) ....................................... 10 地質(zhì)構(gòu)造 ................................................ 10 新構(gòu)造運(yùn)動(dòng)與地震 ........................................ 10 地下水 ..................................................... 10 第 3章 滑坡基本特征 .................................................. 11 ................................................. 11 ................................................... 11 ................................................. 11 第 4章 滑坡穩(wěn)定性分析 ................................................ 12 ............................................... 12 計(jì)算參數(shù)的選取 ........................................... 12 穩(wěn)定性計(jì)算及評(píng)價(jià) ......................................... 12 ....................................... 14 剖面選取 .................................................... 15 滑坡數(shù)據(jù)的計(jì)算 ............................................. 15 滑坡推力計(jì)算原理 ........................................ 15 剩余下滑力計(jì)算 ........................................... 15 第 5章 滑坡治理設(shè)計(jì) ................................................... 17 ...................................................... 17 治理工程設(shè)計(jì)方案 .............................................. 17 抗滑樁工程設(shè)計(jì) ................................................ 18 設(shè)計(jì)工況 ................................................. 18 畢業(yè)設(shè)計(jì)（論文）報(bào)告紙 ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ 裝 ┊ ┊ ┊ ┊ ┊ 訂 ┊ ┊ ┊ ┊ ┊ 線 ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ 第 4 頁 共 28 頁 抗滑樁設(shè)計(jì) .............................................. 18 抗滑樁內(nèi)力計(jì)算 .......................................... 19 抗滑樁內(nèi)力結(jié)果 .......................................... 22 抗滑樁的配筋設(shè)計(jì) ....................................... 22 ................................................... 23 結(jié) 論 ................................................................ 25 致 謝 ............................................................... 26 參考文獻(xiàn) .............................................................. 27 附 圖 ................................................. 錯(cuò)誤 !未定義書簽。 畢業(yè)設(shè)計(jì)（論文）報(bào)告紙 ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ 裝 ┊ ┊ ┊ ┊ ┊ 訂 ┊ ┊ ┊ ┊ ┊ 線 ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ ┊ 第 5 頁 共 28 頁 第 1 章 前 言 選題依據(jù)及其意義 滑坡是一種地質(zhì)災(zāi)害，滑坡的發(fā)生可能會(huì)導(dǎo)致河流堵塞，交通阻斷，電力、通訊措施受損，房屋被毀，和其他的經(jīng)濟(jì)損失，甚至?xí)斐扇藛T傷亡。我國大部分地區(qū)為山區(qū) ,高