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由于海底隧道的特殊性，其防排水技术与一般陆地隧道有着显著区别，本文介绍了厦门翔安海底隧道的防排水方案设计情况，对方案实施效果进行了评估．得出了海底隧道防排水应结合围岩与支护的自防水功能采取以堵为主的原则，并针对海底隧道防排水方案实施中的问题，提出了对初期支护背后注浆是重点，改进注浆材料等建议．从而论述了防排水技术是海底隧道工程建设的核心问题． 相似文献
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海底隧道突水涌泥机理及对策研究 总被引：1，自引：0，他引：1
海底隧道在穿越断层及软弱破碎带时如果遇到透水性地层,可能会发生隧道突水涌泥,如何妥善处理这些潜在危害对于顺利建成海底隧道至关重要.结合建设中的厦门海底隧道工程,针对隧道通过不良地质时可能遇到的突水涌泥危害,对突水的补给水源、突水通道及隧道与含水层位置关系进行了分析,同时引用B.斯列萨列夫简支粱及强度理论,对海底隧道突水条件及预测方法进行了理论分析.在参考国内外经验的基础上,给出了海底隧道突水涌泥的治理对策,为海底隧道的顺利修建提供了指导. 相似文献
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针对采用定值相对极限位移判定隧道围岩稳定性时存在的问题,提出了采用模糊概率理论判定隧道围岩稳定的计算方法.结合厦门翔安海底隧道工程实际,利用曲线回归和模糊概率方法对海底隧道围岩稳定性概率进行了计算分析.参考现行规范并根据海底隧道各个开挖步的变形量综合确定极限相对位移上下限,采用指数函数对海底隧道CRD1部和CRD3部的拱顶下沉收敛曲线进行了回归分析.根据回归参数及实测结果,应用模糊概率公式对隧道围岩的稳定性概率进行了计算,从而为根据某个时刻的相对位移来判断海底隧道稳定性提供了参考. 相似文献
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海底隧道由幻想变为现实,经历了一个十分漫长的岁月。1751年人们第一次提出了海底隧道的设想——英法海底隧道。由于当时技术和资金上的困难,这个设想足足经历了200多年才变为现实。进入20世纪50年代后,海底隧道的工程才逐渐增 相似文献
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宋修海 《中国海洋大学学报(自然科学版)》2009,39(3)
针对如何使城市地下开挖对周围环境造成的损害最小与损害防治等问题,以钻爆法施工为例,针对开挖设计方法和方案的选取、沉陷预测预报以及损害评价等开展了探索性研究.其目的在于使城市地下开挖施工与周围环境相协调,以确保地下开挖与环境系统达到最优;并以青岛海底隧道青岛接线端隧道开挖对建筑物的影响作为实例,进行了论证和分析,从而确保了受开挖影响的地面建筑物的安全,并且保护了地面环境. 相似文献
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胶州湾是位于新华夏隆起带次级构造单元胶南隆起区和胶莱凹陷的交接部的断陷盆地,团岛——薛家岛海底隧道开挖段有大量火成岩出露。本文对采集于海底隧道的8件岩石样品进行了岩石学和地球化学研究,按岩性将其分为偏基性岩类和偏酸性岩类两类。其中除样品F4-5(辉绿岩)外,偏基性岩类均落入岛弧型钙碱性玄武岩区域内;而偏酸性样品均落入火山弧花岗岩区域,显示其原岩起源于同一种火山弧的环境。稀土元素标准化曲线表明,其岩石轻重稀土元素分馏比较明显,其LREE/HREE也显示样品的分异作用较强。岩石样品的地球化学特征研究证明,研究区域的玄武质岩体为遭受地壳混染的岛弧型性玄武岩,应为在燕山晚期花岗质脉岩沿着青山群中构造薄弱带侵入,与地壳物质发生混染作用形成的。 相似文献
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直接采用GRACE时变重力场模型反演地球表层质量变化的结果会呈现严重的南北方向条带状误差。滑动窗口拟合多项式方法是一种有效的经验性去相关滤波方法,能有效削弱中高纬度地区条带状误差。球谐系数去相关滤波起算阶数、滑动窗口宽度以及拟合多项式阶数是影响去相关滤波方法效果的关键因素。采用GRACE RL05时变重力场模型数据对去相关滤波的参数选取进行了实验分析,得到了去相关滤波的经验参数,实验结果表明:GRACE时变重力场模型去相关滤波起算阶数应取15阶,滑动窗口宽度应取5或7个点,拟合多项式阶数应设为3阶或4阶。 相似文献
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围绕海洋混凝土结构的环境作用等级划分和耐久性设计参数限值,对国内外现行的混凝土结构耐久性设计规范进行了系统对比分析。首先分析了国内外14个国家和地区的32部混凝土结构耐久性设计规范的技术特点,然后对比了不同规范对于海洋氯盐环境条件和环境作用等级划分的依据和差异性,进而从最低混凝土强度等级、最大水胶比、最小胶凝材料用量、最小保护层厚度、抗氯离子渗透性指标限值、最大初始氯离子含量和最大裂缝宽度等方面,系统对比分析了不同规范对于海洋混凝土结构耐久性设计参数限值的差异性,为海洋混凝土结构的耐久性设计提供了参考。 相似文献
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海底电缆穿越底质坚硬海床时,覆盖混凝土联锁排可以有效保护海缆。根据国网舟山500 kV海底输电电缆所在海域实测水文数据,采用力学平衡公式和数值模拟两种计算方法,研究混凝土块在极端水流作用下的在位稳定性。基于推导出的力学平衡公式,对其进行函数分析后发现,当混凝土块底边固定时,存在一个极值高度,此时铺设在海床的混凝土块最为稳定,可以抵挡的水流流速最大。通过数值模拟,研究了混凝土联锁排在水流作用下的三维流态特征,对不同形状混凝土块的受力情况进行比较后发现,当混凝土块边缘为圆角时,可以改变边缘周边的水流结构,总体上加强混凝土块的稳定性。经计算,尽管国网舟山500 kV海底输电电缆所在的灰鳖洋海域潮流流速较大,但常规长、宽、高为0.4 m×0.4 m×0.3 m的块体组成的混凝土联锁排可以抵抗水流的冲击,保护海底电缆。 相似文献
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More and more deep-seated long submarine tunnels are under construction, which greatly promotes the development of tunneling technology. The complex geological conditions and frequent geological disasters have become great challenges during submarine tunnel excavation. Among them, casualties and economic losses caused by water inrush are on the top levels in all kinds of tunnel geological disasters. Escape routes after water inrush from the working face during submarine tunnel excavation are investigated and optimized in the present study. Numerical simulations are performed using the FLUENT software to probe water flow characteristics after inrush. Two common cases of water inrush during double-line submarine tunnel excavation are researched. The variation rules of velocity and pressure in the tunnels after inrush are analyzed and discussed. The optimized escape routes are achieved. Finally, the water movement laws after inrush from the working face under different excavation situations are further discussed by comparing the two case studies. Water inrush of high velocity occurs on one working face of the double-line submarine tunnel, and the research results are as follows: (1) The velocity close to the tunnel side wall is the minimum, while it is the maximum in the middle position. (2) The pressure changes greatly at the intersection area of the cross passage and the tunnels. (3) The velocity and pressure nearby the working face without water inrush are both small. (4) The velocity at the high location of the cross passage is relatively small. 相似文献
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Maoxin Su Peng Wang Daohong Qiu Zhiqiang Li Teng Xia 《Marine Georesources & Geotechnology》2013,31(9):1119-1129
AbstractCollapse is a major threat in tunnel construction. How to predict collapse risk accurately and timely is a complicated problem. In this paper, a non-linear mathematical model is applied to obtain the potential risk indices for a submarine tunnel using statistical analysis based on previous submarine tunnels, such as the Seikan tunnel and Xiang’an tunnel. Rough set theory is used to screen risk indices, determine each indicator value, and classify risk factors. Traditional weight calculation methods that are overly dependent on expert experience and other subjective factors are optimized and improved. Based on the frequency of each risk factor, the objective weight value of each risk index is determined according to weight back analysis theory. The ideal point method is used to calculate the collapse risk level. Predictions made by this new method are consistent with the actual tunnel collapse risk levels. This new method provides theoretical and technical basis for effectively predicting tunnel collapse. 相似文献
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The horseshoe vortex generated around the sail-body junction of submarine has an important influence on the non-uniformity of submarine wake at propeller disc.The flow characteristics in the horseshoe vortex generated area are analyzed,and a new method of vortex control baffler is presented.The influence of vortex control baffler on the flow field around submarine main body with sail is numerically simulated.The wind tunnel experiment on submarine model is carried out,and it is proved that the vortex control baffler can weaken the horseshoe vortex and decrease the non-uniformity of the wake at propeller disc.It is shown from the experiment results that the effect of vortex control baffler depends on its installation position;with a proper installation position,the non-uniform coefficient of submarine wake would be declined by about 50%;the Reynolds number of submarine model has an influence on the effect of vortex control baffler too,and the higher the Reynolds number is,the better the effect of the vortex control baffler is. 相似文献
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采用当地海床的天然粉沙进行试验床面的设计,对海底管道在实际海床受到的极限波浪和最大水流作用进行试验,在管道上方铺设混凝土联锁排,对联锁排块体稳定性和其对管道防护的有效性进行研究。通过物理模型试验,研究了在极限波浪和最大水流作用下,管道在粉沙床面最大冲刷深度。通过不同水深中波流条件下研究了混凝土联锁排防护效果及其周围床面的冲刷变化,观测了联锁排的稳定性。试验结果表明:按半经验半理论简化公式得出的联锁排厚度能满足稳定性的要求,比水利部规范计算的联锁排厚度偏大的公式更加适合应用,试验期间混凝土联锁排的排面稳定,能有效保护管道,在该防护下管道没有冲刷,只在联锁排上下游与床面接触的来流段和尾端有冲刷,但该冲刷深度不影响联锁排整体的稳定性。 相似文献
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Yiguo Xue Guangkun Li Xiukai Wang Daohong Qiu Maoxin Su 《Marine Georesources & Geotechnology》2020,38(9):1106-1117
AbstractFault fracture zones have always been a key problem in the construction of submarine tunnels. To efficiently summarize the safety impact of different construction schemes on a submarine tunnel crossing a fault fracture, a theoretical model using numerical simulation has been established via the benching tunnelling construction method, three-step method, Center Diaphragm method (CD method), both sides heading method, Cross Diaphragm method (CRD method) and two kinds of supporting methods: pre-grouting and shotcreting. Numerical simulation studies on the excavation and support of submarine tunnels crossing fault fracture zones have been carried out. The research indicates: the fracture zone is the main area where sedimentation instability occurs; the CRD method has the lowest horizontal convergence under the support of the diaphragm; increasing the grouting strength is more effective in controlling the deformation of the surrounding rock than increasing the range of the pre-grouting and the thickness of the shotcrete in the initial support is increased, and its resulting effect is obvious. To optimize the construction scheme, we compared the settlement, horizontal convergence and surrounding rock stress of the tunnel according to the simulation results of different excavation support methods, which could provide theoretical guidance for better on-site construction techniques. 相似文献