中衛(wèi)—貴陽聯(lián)絡(luò)線BE106滑坡設(shè)計(jì)

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。然后對滑坡的穩(wěn)定性進(jìn)行了定性評價，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，對滑坡穩(wěn)定性進(jìn)行了定量評價。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

Abstract

    Based on the geo-technical 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 anti-slide pile and drainage works . At last，the slope’s designation of remedying engineering was made.

Keywords: landslide, stability, anti-slide pile, drainage works 

目錄

第1章  前 言 6

1.1選題依據(jù)及其意義 6

1.2滑坡治理主要方法研究 7

1.3設(shè)計(jì)依據(jù)及設(shè)計(jì)思路 7

1.3.1設(shè)計(jì)依據(jù) 7

1.3.2設(shè)計(jì)思路 8

1.4本次設(shè)計(jì)主要成果 8

第2章  滑坡區(qū)自然地理及工程地質(zhì)條件 8

2.1 自然地理?xiàng)l件 8

2.1.1地理位置 8

2.1.2氣象水文 9

      1.氣象 9

      2.水文 9

2.2 滑坡工程地質(zhì)條件 9

2.2.1地形地貌 9

2.2.2 地層巖性 10

2.2.3巖土體類型及特征 10

2.2.4 地質(zhì)構(gòu)造與地震效應(yīng) 11

          地質(zhì)構(gòu)造 11

          新構(gòu)造運(yùn)動與地震 11

2.2.5  地下水 11

第3章  滑坡基本特征 12

3.1滑坡的基本特征 12

3.2滑坡變形特征 12

3.3滑坡體結(jié)構(gòu)特征 12

第4章  滑坡穩(wěn)定性分析 13

4.1滑坡的穩(wěn)定性評價 13

4.1.1 計(jì)算參數(shù)的選取 13

4.1.2 穩(wěn)定性計(jì)算及評價 13

4.1.3滑坡穩(wěn)定性綜合評價 15

4.2   剖面選取 16

4.3 滑坡數(shù)據(jù)的計(jì)算 16

4.3.1  滑坡推力計(jì)算原理 16

4.3.2 剩余下滑力計(jì)算 16

第5章 滑坡治理設(shè)計(jì) 18

5.1治理設(shè)計(jì)依據(jù) 18

5.2 治理工程設(shè)計(jì)方案 18

5.3 抗滑樁工程設(shè)計(jì) 19

5.3.1 設(shè)計(jì)工況 19

5.3.2  抗滑樁設(shè)計(jì) 19

5.3.3  抗滑樁內(nèi)力計(jì)算 20

5.3.4  抗滑樁內(nèi)力結(jié)果 23

5.3.5   抗滑樁的配筋設(shè)計(jì) 23

5.4排水工程設(shè)計(jì) 24

結(jié)  論 26

致   謝 27

參考文獻(xiàn) 28