旋喷桩在盾构法隧道端头井洞口土体加固工程中的应用

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。     

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

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.     

盾构下穿既有隧道实时监测及其风险控制研究

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。     

撒哈拉地台霍嘎地区某金矿地质特征

太古宙绿岩带是世界主要金矿赋存区,在古老的非洲地台分布很多绿岩带,其上叠加剪切带即伴随有含金建造的出现。本文根据安徽地矿"走出去"实施的某绿岩区金矿勘查资料、西霍嘎地块地质背景、区域上金矿赋存规律及邻区正在开采的金矿考察,初步分析了该区金矿地质特征、控矿要素、矿床成因及找矿标志,供后续勘查投资和周边中方相同地质背景矿权区找金参考。     

地铁盾构隧道小偏角近距离上穿既有隧道施工顺序研究

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。     

盾构法隧道开挖卸荷回弹试验研究

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。     

Geomorphology of the Barrington Tops area,New South Wales

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.     

盾构隧道联络通道地震响应规律研究

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。     

盾构隧道管片上浮问题研究

盾构隧道施工过程中衬砌管片上浮问题是客观存在的,且一直是较难解决的问题之一,而大直径盾构隧道的上浮问题表现的更为突出。应用有限元法,对地层材料的物理力学性质、注浆材料的性质等影响盾构衬砌环上浮的因素进行了分析。根据分析结果,结合对衬砌结构在施工过程中受力状态的分析,对衬砌环上浮的原因进行了阐述,据此针对大直径盾构隧道的特点,提出了施工、设计过程中控制衬砌管片上浮的对策和措施,可为盾构隧道的施工和设计提供参考。     

水下盾构隧道渗流场应力场耦合效应研究

在高水压条件下施工水下盾构隧道,渗流场对于结构及围岩应力场有很大影响。结合重庆主排水过江盾构隧道的修建,针对不同水压情况下的盾构隧道,采用有限元法对围岩及结构的渗流场和应力场进行耦合分析,获得施工期管片应力、位移及孔隙水压力分布。重点研究了管片的水压力分布规律,并与现场试验进行相互验证。结果表明：耦合效应下隧道管片需要承担更大的拉力,在设计中应按更不利工况进行配筋。所得结论为类似工程的设计施工提供有了益参考及依据。