本文選題：邊坡安全　切入點(diǎn)：連續(xù)墻　出處：《廣州大學(xué)》2014年碩士論文　論文類型：學(xué)位論文

【摘要】：隨著國(guó)民經(jīng)濟(jì)的不斷發(fā)展，城市道路建設(shè)的規(guī)模在各大城市的應(yīng)用中越來(lái)越為廣泛，在城市道路的施工過(guò)程中往往會(huì)存在一定的風(fēng)險(xiǎn)，嚴(yán)重的甚至導(dǎo)致路面和建筑物塌方，造成人員的傷亡和設(shè)備的損失，因此有必要建立一套完善的針對(duì)道路施工方面的安全評(píng)估以及周圍建筑環(huán)境的安全評(píng)估體系。 本文針以廣東某地區(qū)的季華路道路施工工程為例，在總結(jié)國(guó)內(nèi)外相關(guān)領(lǐng)域研究和發(fā)展概況的同時(shí)，結(jié)合當(dāng)?shù)氐墓こ痰刭|(zhì)以及水文地質(zhì)條件，包括地形和地貌、抗震設(shè)防強(qiáng)度等等，在此基礎(chǔ)之上利用對(duì)地道路工周邊的建筑物環(huán)境的安全性進(jìn)行了分析。本文主要研究了以下幾個(gè)問(wèn)題：道路施工邊坡安全評(píng)估；道路基坑開(kāi)挖對(duì)周圍建筑環(huán)境的影響；道路基坑回筑對(duì)周圍建筑環(huán)境的影響。本文依據(jù)各種地質(zhì)偵查的結(jié)果和數(shù)據(jù)，對(duì)于地道深度比較小的路段主要是采用一種水泥性質(zhì)的土壤進(jìn)行不斷攪拌，剩下的部分采用0.6米以及0.8米厚的地下連續(xù)墻作為整個(gè)維護(hù)部分的結(jié)構(gòu)�；泳捎妹魍诜ㄊ┕�，采用連續(xù)墻-支撐基坑支護(hù)方案，保障了邊坡安全；在整個(gè)地道進(jìn)行施工和建設(shè)過(guò)程當(dāng)中，由于重型設(shè)備在施工的同時(shí)會(huì)對(duì)地道上方不斷進(jìn)行裝載重物和卸載重物，因此造成的后果就是對(duì)周圍的建筑物設(shè)備產(chǎn)生比較嚴(yán)重的影響。本報(bào)告對(duì)整個(gè)施工過(guò)程進(jìn)行仿真模擬，以掌握各個(gè)施工階段對(duì)圍建筑環(huán)境的影響。基于以上分析結(jié)果，充分考慮各種因素對(duì)周圍建筑環(huán)境位移的影響，提出問(wèn)題的處理方法和建議。
[Abstract]:With the continuous development of the national economy, city road construction scale and application in each big city more widely, in the process of construction of city road often there will be some risk, and even lead to serious road and buildings collapse, causing casualties and loss of equipment and personnel, it is necessary to establish a set of perfect according to the safety evaluation of road construction and building environment safety evaluation system.
This pin to a region of Guangdong Jihua road construction project as an example, in summarizes the domestic and foreign research and development of related fields at the same time, according to the engineering geological and hydrogeological conditions, including topography and geomorphology, seismic fortification intensity and so on, on the basis of this benefit was analyzed with the safety of the tunnel surrounding road the building of the environment. This paper mainly studies the following problems: road construction slope safety assessment; impact on the environment around the buildings excavation pit pit road; road to build influence on the environment around the buildings. In this paper, according to the geological investigation results and data for tunnel depth relatively small section is mainly used for cement the nature of the soil was stirring, the rest of the 0.6 meters and 0.8 meters thick underground continuous wall as the maintenance part of the structure. The foundation pit are made clear Excavation construction method using continuous wall support of foundation pit supporting scheme, guarantee the slope safety; the construction process and construction of the tunnel, because of heavy equipment in the construction of the tunnel and continuous loading and unloading above the heavy weight, so the consequences is to have a more serious impact on the surrounding buildings and equipment this report. The simulation of the whole construction process, in order to grasp the various stages of construction impact on Wai built environment. Based on the above analysis, considering the influence of various factors on the displacement of the surrounding environment of architecture, treatment methods and suggestions put forward the question.

【學(xué)位授予單位】：廣州大學(xué)
【學(xué)位級(jí)別】：碩士
【學(xué)位授予年份】：2014
【分類號(hào)】：U415

【參考文獻(xiàn)】

相關(guān)期刊論文 前1條

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本文編號(hào)：1575984