地层适应性盾构模型试验设计方法初探   总被引：7，自引：0，他引：7  

朱合华  徐前卫  傅德明  廖少明  张冠军 《岩土力学》2006,27(9):1437-1441

盾构法施工已经广泛应用于城市地铁隧道、越江通道和地下管道等工程施工中,但是与不断改进的隧道施工技术相比,现有的盾构机设计理论尚不具有很好的地层适应性。为了改进盾构地层适应性设计理论和方法,有必要开展土体－盾构系统的基础试验研究。在此过程中,不可能将全部参数方案都作成样机一一通过现场对比试验来选定,这就需要利用模型试验来预测实物的性能。为此,需要建立模型试验的条件和被预测的实物所处的条件之间的某种关系,相似理论正是起到一种联系桥梁的作用。根据相似理论和模型试验方法,建立了土体-盾构机器之间的相似系统,并针对上海地区特定的软土地层,进行了相似模型试验方法的设计,即利用直径400 mm模型盾构机来模拟直径为6 340 mm原型盾构机,通过在人工配制的模型土壤中进行模拟掘进,记录下试验过程中盾构机及土体变形的有关试验参数,并据此形成盾构机的工作参数和地层物理力学特性之间的地层适应性理论。  相似文献   

江底盾构隧道施工期外水压分布规律的现场试验研究   总被引：1，自引：0，他引：1  

谢红强  何川  李围 《岩土力学》2006,27(10):1851-1855

重庆主城排水过江盾构隧道工程是国家重点环保工程之一,也是目前长江上最大的岩质盾构隧道。隧道采用泥水盾构机施工,其主体结构在施工期及运营期将承受0.6 MPa的高水压。研究高外水压力对隧道的影响具有重要意义,结合隧址区的地形地质及水文条件对施工期作用在盾构主体结构上的水压力进行了现场跟踪测试,探求施工期外水压力的分布规律,为盾构隧道的掘进控制提供参数,并为类似工程提供有益参考。  相似文献   

Crustal contaminants in the Permian Oslo Rift, South Norway: constraints from Precambrian geochemistry     

Tom Andersen  Trine-Lise Knudsen 《Lithos》2000,53(3-4):247-264

During the late Paleozoic Oslo rifting event, the SW part of the Baltic Shield was penetrated by mantle-derived magmas from a depleted lithospheric or sublithospheric source. Along the way to their final emplacement, these magmas may have interacted with a heterogeneous continental crust, consisting of a mosaic of continental terranes, each with its unique composition and internal crustal history. Information on radiogenic isotope ratios and trace element distributions in the Precambrian terranes surrounding the rift can be used to define characteristic crustal components. These components may be used as endmembers in petrogenetic modelling of the Oslo Rift magmatic system. Based on available data, six endmember components can be identified, and (semi) quantitatively characterized in terms of Sr, Nd and Pb isotopes and selected trace elements. Data on the distribution of rock-types along the rift flanks allow estimates to be made of the relative importance of the components in different parts of the rift. Combining these data with petrological information may allow a realistic understanding of crust–magma interaction in the Oslo Rift magmatic system.  相似文献   

考虑荷载工况组合的盾构衬砌横向受力分析   总被引：3，自引：2，他引：1  

官林星  朱合华  于宁 《岩土力学》2004,25(8):1302-1306

在盾构隧道衬砌受力分析中需要按最不利的荷载组合方式进行验算,这无疑加大了工程设计人员的工作量。正是基于这种状况,提出了考虑荷载工况组合的衬砌受力分析。首先建立了盾构隧道衬砌的结构分析模型,根据施工过程对荷载进行分类,依据规范对不同的工况进行荷载组合,得到衬砌内力包络图。并编制相应的计算程序进行了验证,对一典型盾构隧道截面进行了实例分析。  相似文献   

盾构隧道施工地表变形分析与三维有限元模拟   总被引：42，自引：11，他引：31  

于宁  朱合华 《岩土力学》2004,25(8):1330-1334

随着地表建、构筑物密度与日俱增,在地铁建造过程中对地表环境的保护是一个越来越不容忽视的难题。盾构法隧道施工技术成功地应用于地铁施工之后,如何合理预测和控制盾构施工对地表变形的影响就成为了一个新课题。在查阅大量文献的基础上,总结前人的计算方法,利用有限元方法对某盾构隧道工程进行了三维的变形模拟分析,与实测的数据比较计算结果较为满意。  相似文献   

基于机器学习的多施工参数盾构施工姿态预测     

夏汉庸  尹和军  徐教煌  王嘉伟  黄毅 《测绘通报》2021,(1):157-160,164

针对盾构施工过程中参数易变、轴线难以预测控制的问题,本文提出了基于机器学习的多施工参数盾构施工姿态预测方法,分析了在复杂环境下影响盾构姿态掘进施工的参数,以及掘进参数和盾构姿态内在的关联关系,建立了盾构姿态预测模型,实现了盾首盾尾中心坐标与设计轴线的偏差计算;最后结合某地铁施工段,验证了该预测模型的可行性.  相似文献   

Structural and tectonothermal evolution of the ultrahigh-temperature Bakhuis Granulite Belt,Guiana Shield,Surinam:Palaeoproterozoic to recent     

Frank F.Beunk  Emond W.F.de Roever  Keewook Yi  Fraukje M.Brouwer 《地学前缘(英文版)》2021,12(2):677-692

We constrain the multistage tectonic evolution of the Palaeoproterozoic UHT metamorphic(P=0.9–1.0 GPa,T>1000℃,t=2088–2031 Ma)Bakhuis Granulite Belt(BGB)in Surinam on the Guiana Shield,using large-to small-scale structures,Al-in-hornblende thermobarometry and published fluid inclusion and zircon geochronological data.The BGB forms a narrow,NE–SW striking belt between two formerly connected,~E–W oriented granite-greenstone belts,formed between converging Amazonian and West African continental masses prior to collision and Transamazonian orogeny.Inherited detrital zircon in BGB metasediments conforms agewise to Birimian zircon of West Africa and suggests derivation from the subsequently subducted African passive margin.Ultrahigh-temperature metamorphism may have followed slab break-off and asthenospheric heat advection.Peak metamorphic structures result from layer-parallel shearing and folding,reflecting initial transtensional exhumation of the subducted African margin after slab break-off.A second HT event involves intrusion,at ca.0.49 GPa,of charnockites and metagabbros at 1993–1984 Ma and a layered anorthosite at 1980 Ma,after the BGB had already cooled to<400℃.The event is related to northward subduction under the greenstone belts,along a new active margin to their south.A pronounced syntaxial bend in the new margin points northward towards the BGB and is likely the result of indentation by an anticlinorial flexural bulge of the subducting plate.Tearing of the subducting oceanic plate along this bulge explains why the charnockites are restricted to the BGB.The BGB subsequently experienced doming under an extensional detachment exposed in its southwestern border zone.Exhumation was focused in the BGB as a result of the flexural bulge in the subducting plate and localised heating of the overriding plate by charnockite magmatism.The present,straight NE–SW long-side boundaries of the BGB are superimposed mylonite zones,overprinted by pseudotachylites,previously dated at ca.1200 Ma and 950 Ma,respectively.The 1200 Ma mylonites reflect transpressional popping-up of the BGB,caused by EW-directed intraplate principal compressive stresses from Grenvillian collision preserved under the eastern Andes.Further exhumation of the BGB involved the 950 Ma pseudotachylite decorated faulting,and Phanerozoic faulting along reactivated Meso-and Neoproterozoic lineaments.  相似文献   

Accuracy of tretyakov precipitation gauge: Result of wmo intercomparison     

Daqing Yang  Barry E. Goodison  John R. Metcalfe  Valentin S. Golubev  Esko Elomaa  Thilo Gunther  Roy Bates  Timothy Pangburn  Clayton L. Hanson  Douglas Emerson  Voilete Copaciu  Janja Milkovic 《水文研究》1995,9(8):877-895

The Tretyakov non-recording precipitation gauge has been used historically as the official precipitation measurement instrument in the Russian (formerly the USSR) climatic and hydrological station network and in a number of other European countries. From 1986 to 1993, the accuracy and performance of this gauge were evaluated during the WMO Solid Precipitation Measurement Intercomparison at 11 stations in Canada, the USA, Russia, Germany, Finland, Romania and Croatia. The double fence intercomparison reference (DFIR) was the reference standard used at all the Intercomparison stations in the Intercomparison. The Intercomparison data collected at the different sites are compatible with respect to the catch ratio (measured/DFIR) for the same gauge, when compared using mean wind speed at the height of the gauge orifice during the observation period. The Intercomparison data for the Tretyakov gauge were compiled from measurements made at these WMO intercomparison sites. These data represent a variety of climates, terrains and exposures. The effects of environmental factors, such as wind speed, wind direction, type of precipitation and temperature, on gauge catch ratios were investigated. Wind speed was found to be the most important factor determining the gauge catch and air temperature had a secondary effect when precipitation was classified into snow, mixed and rain. The results of the analysis of gauge catch ratio versus wind speed and temperature on a daily time step are presented for various types of precipitation. Independent checks of the correction equations against the DFIR have been conducted at those Intercomparison stations and a good agreement (difference less than 10%) has been obtained. The use of such adjustment procedures should significantly improve the accuracy and homogeneity of gauge-measured precipitation data over large regions of the former USSR and central Europe.  相似文献   

Frequency dependence of Q in the mantle underlying the shield areas of Eurasia, Part II: analyses of long period data     

Alison C. Lees  Zoltan A. Der  Vernon F. Cormier  Margaret E. Marshall  James A. Burnetti 《Geophysical Journal International》1986,87(3):1085-1101

  相似文献   

地表不具备钻探条件下的盾构机通过空洞地段施工技术          下载免费PDF全文

晏胜荣  贺飞 《探矿工程》2008,35(9):76-79

本区间因隧道下穿南航酒店和火车站地中海商场及停车场,大部分区域无法实施钻探。而由周边地质资料及施工所反映的情况推测,该区域有存在空洞的可能。未探明的空洞可能对盾构机掘进造成不利影响,如盾构机栽头、地层塌陷等。因此,在盾构机通过未探明区域前必须进行探测和预处理,以指导盾构机掘进。  相似文献