盾构隧道抬升作用下极限上覆土压力计算方法     

周俊宏  宫全美  周顺华  韩高孝 《岩土力学》2016,37(7):1969-1976

注浆抬升技术是盾构隧道不均匀沉降治理的有效措施之一,但目前尚存在隧道抬升过程上覆土压力计算困难而无法估算抬升引起的隧道受力变形的问题。利用透明土结合PIV观测技术设计研发了模拟盾构隧道抬升的小比尺室内模型试验系统,通过试验获得了隧道抬升过程极限上覆土压力及上覆土速度场,根据上覆土的剪切滑移特征将上覆土分成了4个不同的运动区域,进而结合相关联流动法则,提出了隧道抬升作用下极限上覆土压力计算模型,并基于虚功平衡方程,推导了极限上覆土压力计算表达式。将计算所得的极限上覆土压力值与试验结果进行对比,两者有较好的吻合度,计算误差在4%～15%之间。  相似文献   

盾构隧道推进对邻近地下管线影响的物理模型试验研究     

朱叶艇  张桓  张子新  黄昕  刘宽 《岩土力学》2016,37(Z2):151-160

以上海地铁11号线某区间盾构工程为背景,采用相似物理模型试验研究盾构隧道开挖对上方垂直于隧道轴线的地下管线的影响,并将试验结果与数值解对比。采用量纲分析法推导出文中模型试验的相似准则,并基于该相似准则设计出盾构机和隧道模型,分别通过管线刚度试验和模糊数学综合评判方法选定模型管线和配制相似土材料。研究结果表明,自主开发的半自动盾构掘进装置能较好地模拟盾构的开挖过程,较人工开挖扰动更小;下方盾构隧道开挖使管线产生的竖向变形关于隧道轴线呈对称分布,其形态符合高斯曲线的特征,最大竖向变形位于隧道轴线正上方处,竖向变形反弯点出现在与隧道轴线水平距离约一倍隧道直径的位置处;隧道开挖对管线的影响范围随管隧间距的增加而减小,管线竖向变形曲线的反弯点位置随管隧垂直间距的增大而有所内移;管线刚度对管线竖向变形的影响相对较小。  相似文献   

旋喷桩在盾构法隧道端头井洞口土体加固工程中的应用          下载免费PDF全文

高成梁  梁小强 《探矿工程》2009,36(12):69-72

盾构法隧道在进行盾构机的始发或到达作业时,当既有端头井洞口挡土墙结构凿除后,保证该位置土体在盾构机刀盘贯入或脱离地层前一段时间内的稳定就成了盾构机始发或到达施工的关键。结合工程实例,从高压注浆原理、注浆参数和施工工艺等方面阐述了二重管旋喷桩在盾构法隧道端头井洞口土体加固工程中的应用。再者,针对旋喷桩加固以及与其相关的盾构始发或到达施工技术方面的一些问题也提出了一些建议和看法。  相似文献   

Geochemistry and detrital modes of Proterozoic sedimentary rocks,Bayana Basin,north Delhi fold belt: implications for provenance and source-area weathering     

《International Geology Review》2012,54(1):111-129

Bayana Basin, sited along the eastern margin of the north Delhi fold belt of the Aravalli Craton, contains an ～3000?m-thick sequence comprising one volcanic and seven sedimentary formations of the Delhi Supergroup. The sedimentary units are the Nithar, Jogipura, Badalgarh, Bayana, Damdama, Kushalgarh, and Weir formations in order of decreasing age. Petrographic study of the sandstones as well as major and trace elements (including rare earth elements) and bulk-rock analyses of the shales and sandstones allow the determination of their provenance, source-rock weathering, and basinal tectonic setting. The sandstones are quartz rich and were derived mainly from exhumed granitoids typical of a craton interior. Geochemical patterns of the sandstones and shales are similar. However, trace element abundances are low in sandstones, probably due to quartz dilution. The coarser clastic Damdama and Weir sandstones, which occur at higher stratigraphic levels, have strikingly low trace element concentrations compared with the underlying Bayana and Badalgarh sandstones. All samples show uniform LREE-enriched patterns with negative Eu-anomalies (Eu/Eu*?=?0.16–0.23) and are similar to those of post-Archaean Australian shales (PAAS). However, the (La/Yb) _n ratios (averages 11–18) of all the sedimentary units are higher than those of PAAS, except for the Bayana Sandstone, which has low values (average 6.77). The chemical index of alteration (70–78) and the plagioclase index of alteration (87–97) values and the A–CN–K diagram suggest moderate to intense weathering of the source area.

The provenance analyses indicate that basin sedimentation was discontinuous. It received input from a terrain comprising granitoids, mafic rocks, sedimentary sequences, and tonalite-trondhjemite-granodiorite (TTG) suites. The Nithar and Badalgarh sandstones received input from a source consisting predominantly of granitoids. The succeeding Damdama and Weir sandstones received debris from granitoids and TTG in different proportions. The Kushalgarh shale was possibly derived from a source consisting granites and mafic rocks with a TTG component. The pre-existing sedimentary formations also contributed intermittently during the different phases of sedimentation.

Bulk-rock geochemical data suggest Mesoarchaean gneisses and late Archaean granites of BGC/BGGC (Banded Gneissic Complex/Bundelkhand Granitic Gneiss Complex) basement as possible source terrains. These data indicate deposition in a continental rift setting. The coeval formation of many rift-related Proterozoic sedimentary basins in the BGC/BGGC terrain suggests that the North Indian Craton underwent major intracratonic extension during Proterozoic time, probably triggering the break up of Earth's first supercontinent.  相似文献   

盾构下穿既有隧道实时监测及其风险控制研究   总被引：1，自引：0，他引：1  

梅文胜  陈雪丰  周小波  张广伟 《武汉大学学报(信息科学版)》2011,(8):923-927

阐述了测量机器人实时自动化监测系统的组成、结构及关键技术,利用该系统进行盾构下穿期间既有隧道的实时风险控制。结果表明,盾构下穿过程中所有风险控制值都在预警值之内,控制效果良好,但隧道断面结构存在显著拉伸与压缩变形,为保证隧道结构安全,给出了有益的风险控制建议。测量机器人实时监测系统满足盾构下穿既有隧道风险控制的要求,且具有获取结构变形信息全面、精度高、安装简便、可重复利用等优点。  相似文献   

地铁盾构隧道小偏角近距离上穿既有隧道施工顺序研究     

张春雷 《中国勘察设计》2011,(3):82-85

以北京地铁四号线盾构隧道与九号线暗挖隧道"小角度、近间距、长距离"空间立交施工为背景,采用数值模拟方法对三种施工顺序进行了计算,重点分析了其施工过程中地表沉降、土体塑性区分布、衬砌结构应力等指标。计算表明,先施工下方九号线暗挖隧道,再施工上方四号线盾构隧道,且在上方四号线的左线盾构机通过后再施作九号线二衬的施工方案是比较合理的。  相似文献   

盾构法隧道开挖卸荷回弹试验研究     

熊卫兵  石长礼  杨子良 《上海国土资源》2011,32(2):71-74

本文以上海某盾构法隧道开挖为例,根据原状土卸载应力路径下的回弹试验结果,探讨了土体在卸荷状态下的变形特性,并对盾构法隧道开挖卸荷影响深度进行了初步分析探讨。  相似文献   

Geomorphology of the Barrington Tops area,New South Wales     

A. W. Webb 《Australian Journal of Earth Sciences》2013,60(1-2):187-193

K‐Ar total rock age determinations have been made on a sequence of metasedimentary rocks resting on a 2350 m.y.‐old basement in southern Eyre Peninsula, South Australia. The metasediments have an Rb‐Sr age of 1785 m.y., but K‐Ar isochrons suggest that relatively high temperatures persisted for a further 250 million years before the rocks became systems closed to K and Ar diffusion. A significant amount of ⁴⁰Ar was trapped in the metasediments at the time of closure of the K‐Ar system, 1550 million years ago.  相似文献   

非常规电测深法在工程地质勘查中的应用   总被引：2，自引：2，他引：2       下载免费PDF全文

贾志宽  安西峰  李振峰  张少岭  任静 《地球物理学进展》2006,21(1):296-299

本文提出了“非常规电测深法”的概念及实际操作过程，阐述了其应用条件和效果.存在高阻屏蔽层时电法解释较为困难.针对这一情况，本文提出了高阻屏蔽层影响的校正方法，提高了电法解释的精度和效果.  相似文献   

盾构隧道联络通道地震响应规律研究     

孔戈  周健  王绍博  张姣 《地震工程与工程振动》2009,29(3)

联络通道与盾构隧道的连接处是隧道抗震的薄弱环节,但目前有关联络通道抗震性能的研究开展得还很少。对于隧道与联络通道连接部位这类典型的空间结构,三维动力有限元分析是最为有效的方法,而其中的人工边界条件和地震动输入方法是实现这一方法的关键技术之一。本文以显式形式将多次透射边界条件引入三维动力分析控制方程,采用分割算法分别求解边界节点和内部节点的响应,然后以对武汉长江隧道工程为背景,利用这种算法研究了隧道与联络通道连接处的地震响应规律,并对采用柔性搭接代替刚性接头和地基加固两种措施的减振效果进行了计算分析。  相似文献