本文選題：抗滑樁 + 隧道�。� 參考：《西南交通大學(xué)》2014年碩士論文

【摘要】：在山區(qū)修建鐵路、公路時(shí)往往難以避免地要穿越滑坡地帶。因抗滑能力強(qiáng),適用范圍廣,抗滑樁在滑坡治理中的應(yīng)用很普遍。隧道滑坡的抗滑樁設(shè)計(jì)主要采用普通抗滑樁的設(shè)計(jì)方法,沒有考慮隧道開挖對(duì)抗滑樁受力及變形的影響以及滑坡對(duì)隧道的影響,這是不合理的。本文對(duì)隧道滑坡的抗滑樁設(shè)計(jì)計(jì)算方法進(jìn)行研究,主要研究內(nèi)容及成果包括： 1.對(duì)國內(nèi)用抗滑樁加固隧道滑坡的工程實(shí)例進(jìn)行總結(jié)分析。 2.利用數(shù)值分析手段,采用單因子變量法對(duì)不同情況下抗滑樁的受力及變形分布情況進(jìn)行對(duì)比分析總結(jié),變量主要包括樁隧間距、滑體土的種類、樁頂埋深、嵌固深度以及樁身剛度。 3.對(duì)樁頂位移與隧道結(jié)構(gòu)位移的相互關(guān)系進(jìn)行研究,以確定合理的樁頂位移控制值。對(duì)不同樁隧間距下、不同類型抗滑樁作用下隧道結(jié)構(gòu)的受力及位移進(jìn)行研究,明確抗滑樁的作用機(jī)理。 4.利用數(shù)值分析手段對(duì)滑坡剩余推力的傳遞進(jìn)行模擬計(jì)算,并與傳遞系數(shù)法所得滑坡剩余推力進(jìn)行比較,結(jié)果表明傳遞系數(shù)法在計(jì)算滑坡推力方面可以滿足工程實(shí)際要求 5.在傳遞系數(shù)法的基礎(chǔ)上,提出了一種計(jì)算滑體位移的簡化方法,可以估算滑體以及位于滑體中的建筑物的位移。 6.在上述工作的基礎(chǔ)上,探討隧道滑坡的抗滑樁設(shè)計(jì)計(jì)算方法。
[Abstract]:When building a railway in a mountainous area, it is often unavoidable to cross the landslide zone. Because of its strong anti-slide ability and wide application range, anti-slide pile is widely used in landslide treatment. The anti-slide pile design of tunnel landslide mainly adopts the design method of ordinary anti-slide pile. It is unreasonable to consider the influence of force and deformation of anti-slide pile in tunnel excavation and the influence of landslide on tunnel. In this paper, the design and calculation method of anti-slide pile for tunnel landslide is studied. The main research contents and results are as follows: 1. This paper summarizes and analyzes the engineering example of strengthening tunnel landslide with anti-slide pile in China. 2. By means of numerical analysis, the stress and deformation distribution of anti-slide pile under different conditions are analyzed and summarized by single factor variable method. The variables mainly include the spacing of pile and tunnel, the type of sliding soil, the depth of pile top, and so on. Embedded depth and pile stiffness. 3. The relationship between pile top displacement and tunnel structure displacement is studied in order to determine the reasonable control value of pile top displacement. The stress and displacement of tunnel structure under the action of different pile spacing and different types of anti-slide pile are studied, and the mechanism of anti-slide pile is clarified. 4. The transfer of landslide residual thrust is simulated by numerical analysis method and compared with that obtained by transfer coefficient method. The results show that the transfer coefficient method can meet the practical engineering requirements in the calculation of landslide thrust. 5. Based on the transfer coefficient method, a simplified method for calculating the displacement of the sliding body is proposed, which can estimate the displacement of the sliding body and the building located in the sliding body. 6. On the basis of above work, the design and calculation method of anti-slide pile for tunnel landslide is discussed.
【學(xué)位授予單位】：西南交通大學(xué)
【學(xué)位級(jí)別】：碩士
【學(xué)位授予年份】：2014
【分類號(hào)】：U452.11;U457

【參考文獻(xiàn)】

相關(guān)期刊論文 前10條

1 朱苦竹;朱合華;;滑坡與隧道相互作用機(jī)理實(shí)例分析[J];地下空間與工程學(xué)報(bào);2006年05期

2 王文龍;王少龍;宋仁亮;;某隧道洞口山體滑坡分析及綜合治理[J];地質(zhì)災(zāi)害與環(huán)境保護(hù);2011年03期

3 林峰,黃潤秋;滑坡推力計(jì)算的改進(jìn)Janbu法[J];工程地質(zhì)學(xué)報(bào);2000年04期

4 程剛;;望江嶺隧道出口進(jìn)洞方案設(shè)計(jì)[J];公路;2009年11期

5 李兵;袁永新;;臥牛山隧道洞口滑坡綜合治理措施[J];公路交通科技(應(yīng)用技術(shù)版);2011年10期

6 王超;邵麗霞;;回水河4號(hào)隧道邊坡穩(wěn)定分析與加固[J];公路交通科技(應(yīng)用技術(shù)版);2012年05期

7 王軍;曹平;林杭;;受偏壓隧道影響邊坡加固的數(shù)值分析[J];公路交通科技;2009年09期

8 高珍忠;;抗滑樁在東苗沖大跨度連拱隧道偏壓軟巖地段中的應(yīng)用[J];公路隧道;2005年04期

9 廖龍華;烏石山隧道右線進(jìn)口山體滑坡的整治措施[J];廣西交通科技;2002年03期

10 經(jīng)永新;地基土橫向抗力系數(shù)分析與適用于預(yù)制鋼筋混凝土樁m值的確定[J];建筑結(jié)構(gòu)學(xué)報(bào);1996年03期

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本文編號(hào)：1949091