【摘要】：在地下空間的建設(shè)中,盾構(gòu)法是一種不可或缺的施工方法,應(yīng)用相當(dāng)廣泛。盾構(gòu)法施工雖然對(duì)上覆土層的擾動(dòng)比較小,但是仍然不可避免地對(duì)周圍土體產(chǎn)生擾動(dòng),進(jìn)而引起土體變形,導(dǎo)致一系列的環(huán)境工程問題。本文采用理論分析法與實(shí)測(cè)分析法對(duì)盾構(gòu)掘進(jìn)引起的土體變形以及建筑物沉降計(jì)算方法進(jìn)行了研究。本文主要?jiǎng)?chuàng)新工作如下:(1)盾構(gòu)隧道施工引起的土體變形方面,主要包括:1)對(duì)盾構(gòu)法隧道統(tǒng)一土體移動(dòng)模型二維解公式進(jìn)行修正,利用修正公式預(yù)測(cè)近距離雙線平行盾構(gòu)施工引起的總的地面沉降。該方法適用于雙線隧道近距離工況,因此對(duì)近距離的界定公式進(jìn)行了研究。2)考慮多因素(土體損失、正面附加推力、盾殼摩擦力、附加注漿力)的作用下,建立力學(xué)計(jì)算模型,對(duì)雙線水平平行盾構(gòu)施工引起的土體變形計(jì)算方法進(jìn)行研究。由于后行隧道沉降槽偏移量b值可以反映先行隧道開挖對(duì)后行隧道施工的影響,對(duì)5例21個(gè)實(shí)測(cè)數(shù)據(jù)的統(tǒng)計(jì)結(jié)果進(jìn)行分析,并對(duì)b值取值進(jìn)行了研究。(2)盾構(gòu)隧道施工引起的建筑物沉降方面,主要包括:1)盾構(gòu)施工穿越上部既有建筑物時(shí),形成的沉降槽與無建筑物時(shí)存在明顯差異。本文采用盾構(gòu)法隧道統(tǒng)一土體移動(dòng)模型解,考慮建筑物基礎(chǔ)剛度、基礎(chǔ)埋深及后行隧道施工引起的土體沉降曲線不對(duì)稱,對(duì)歐陽文彪解進(jìn)行了修正,并將二維解拓展到了三維解。同時(shí),對(duì)建筑物的工后沉降進(jìn)行了計(jì)算。2)假定建筑物為彈性地基梁,提出一種考慮建筑物剛度對(duì)建筑物沉降影響條件下,對(duì)建筑物沉降曲線進(jìn)行預(yù)測(cè)的實(shí)用方法。根據(jù)統(tǒng)一土體移動(dòng)模型解計(jì)算出不考慮建筑物情況下盾構(gòu)施工引起的地面沉降,然后根據(jù)彈性地基梁理論將該地面沉降轉(zhuǎn)換為作用在彈性地基梁上的沉降反力。通過MIDAS-GEN有限元軟件,將該沉降反力施加于彈性地基梁上,最后計(jì)算出考慮建筑物剛度情況下建筑物的沉降值。通過3個(gè)工程實(shí)例對(duì)本文方法進(jìn)行驗(yàn)證,同時(shí)根據(jù)算例對(duì)隧道與建筑物位置相對(duì)關(guān)系、基床系數(shù)k值以及建筑物剛度EI對(duì)建筑物沉降的影響進(jìn)行了分析。
[Abstract]:In the construction of underground space, shield method is an indispensable construction method, which is widely used. Although the shield method construction has little disturbance to the overlying soil, it still inevitably disturbs the surrounding soil, and then causes the deformation of the soil, which leads to a series of environmental engineering problems. In this paper, the method of calculating the deformation of soil and the settlement of buildings caused by shield tunneling is studied by means of theoretical analysis and measured analysis. The main innovations of this paper are as follows: (1) the deformation of soil caused by shield tunnel construction mainly includes: 1) modifying the two-dimensional solution formula of unified soil movement model of shield tunneling. The modified formula is used to predict the total land subsidence caused by the parallel shield construction. This method is suitable for the short distance working condition of double track tunnel, so the definition formula of close distance is studied. 2) considering the action of many factors (soil loss, frontal additional thrust, shield shell friction, additional grouting force), A mechanical calculation model was established to study the calculation method of soil deformation caused by double line horizontal and parallel shield construction. Because the deviation b of the settlement trough of the rear tunnel can reflect the influence of the tunnel excavation on the construction of the tunnel, the statistical results of 21 measured data of 5 cases are analyzed. And the value of b value has been studied. (2) the settlement of the building caused by shield tunnel construction mainly includes: 1) when the shield tunneling works through the upper existing buildings, there is obvious difference between the settlement trough formed and the one without building. In this paper, the uniform soil movement model of shield tunneling is used to modify Ouyang Wenbiao's solution, considering the stiffness of building foundation, the depth of foundation and the asymmetry of soil settlement curve caused by tunnel construction. The two-dimensional solution is extended to the three-dimensional solution. At the same time, the post-construction settlement of the building is calculated. 2) assuming that the building is an elastic foundation beam, a practical method to predict the settlement curve of the building considering the influence of the building stiffness on the settlement of the building is put forward. According to the unified soil movement model, the ground settlement caused by shield construction without consideration of buildings is calculated, and then the ground settlement is converted into the settlement reaction force acting on the elastic foundation beam according to the elastic foundation beam theory. The settlement reaction force is applied to the beam on the elastic foundation by MIDAS-GEN finite element software. Finally, the settlement value of the building considering the stiffness of the building is calculated. The method is verified by three engineering examples, and the influence of the relative relationship between the tunnel and the building position, the coefficient k of the foundation bed and the stiffness of the building EI on the settlement of the building is analyzed.
【學(xué)位授予單位】：浙江大學(xué)
【學(xué)位級(jí)別】：碩士
【學(xué)位授予年份】：2017
【分類號(hào)】：U455.43;TU433

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本文編號(hào)：2313419