基于断面突变的地铁隧道结构的抗震性能与措施研究     

王立新 《震灾防御技术》2016,11(4):756-770

本文依托西安地铁5号线某区间工程,针对矿山法隧道与盾构法隧道接口处断面突变条件下的结构抗震性能进行了研究,研究表明,在地震作用下,当两者接口处隧道断面高差为3.5m时,隧道横向强度与变形、纵向抗拉与抗压均能满足规范要求。随着隧道断面高差的增大,结构变形也相应增大,接口处为结构抗震薄弱环节。当接口处矿山法隧道断面增大时,地表位移及盾构法隧道拱顶、拱底的相对位移差略有增大,而矿山法隧道拱顶、拱底相对位移增长趋势较为明显。当接口处隧道断面高差介于4—7.5m时,矿山法隧道拱顶、拱底相对位移明显增大,不利于结构抗震。因此为确保地震作用下不同断面隧道相接处的结构抗震满足要求,建议断面高差控制在4.0m以内,可将矿山法隧道设计成刚柔结合的复合式衬砌结构,同时可考虑加固地层、设置变形缝或柔性接缝,并在条件允许时适当减少衬砌结构厚度等。研究结论可为类似工程的设计与施工提供理论支撑。  相似文献   

盾构自动引导系统两棱镜模型的开发与研究     

李法礼 《山东地质》2012,(9):49-51

提出2个棱镜加上倾斜仪的盾构自动引导系统模型,利用双轴倾斜仪读取俯仰角和扭转角。根据盾首盾尾以及2个棱镜的空间位置关系,用空间解析几何方法推导了盾构姿态解算方法。  相似文献   

警用GIS综合服务平台的设计与实现   总被引：1，自引：1，他引：0  

刘鑫夫  王庆社  陆梅琴  耿晓晖 《北京测绘》2011,(4):59-62,71

针对现有公安部门GIS系统缺乏统一的、标准的空间信息和业务应用体系的状况,提出并设计了警用GIS综合服务系统,着重突出了地理信息与公安部门业务数据的集成共享和互操作,根据各个公安部门的业务需求,提供标准的接口,使系统具有可持续维护性,最后进行了功能层面的设计和实现。  相似文献   

盾构过富水砂层对地表建筑物影响的研究     

刘国楠  张远荣  肖文海 《地震工程学报》2011,33(3):243-248

结合深圳地铁2号线盾构过富水砂层施工实际,考虑流-固藕合水土本构关系,用FLAC3D软件建立了盾构施工数值分析模型。计算结果与工程实测数据对比验证了数值模型的合理性。进一步研究了盾构过富水砂层对地表不同位置建筑的影响:建筑物基础在隧道正上方时产生沉降最大且较均匀,水平位移最小;盾构机开挖下穿时建筑物差异沉降最大,建筑物倾向盾构开挖方向;建筑物基础横向上离隧道中心一倍隧道埋深时,建筑物水平移动最大,易受剪切破坏,倾向垂直盾构开挖方向,周边地表沉降差最大;建筑物离隧道中心横向距离超过两倍隧道埋深时,盾构开挖对建筑物基础沉降的影响较小,建筑物沉降与其周边地表沉降较均匀。  相似文献   

Sub-surface geometry of Ar Rika and Ruwah faults from gravity and magnetic surveys     

S. Mogren  A. M. Al-Amri  K. Al-Damegh  D. Fairhead  S. Jassim  A. Algamdi 《Arabian Journal of Geosciences》2008,1(1):33-47

Ten global positioning system (GPS)–gravity profiles were conducted to provide sub-surface geometry of two sections of the Najd Fault System (NFS) Ruwah and Ar Rika faults, six in the Afif and four in the Al Muwayh area about 500 and 650 km west of Riyadh, respectively. GPS surveys were collected in differential GPS (DGPS) mode, allowing a large area to be covered in limited time. DGPS is utilized for the advantages of accuracy, economy, and speed. Output DGPS location coordinates were used in free-air and Bouguer reductions; terrain corrections were applied using a 3-arcsecond digital elevation model; finally, isostatic and decompensative corrections were applied. Integration of the resulting decompensative isostatic residual anomalies and aeromagnetic map has mapped the NFS very accurately. Modeling the gravity field crossing the Ruwah fault zone revealed that it is associated with low gravity anomalies probably due to a complex of lower density crushed rocks and modeled the geometry of the subsurface structure of Ar Rika fault as an inclined fault with reverse movement that would imply a compression component (post-dated the shearing) parallel to the plane of the cross-section.  相似文献   

Structural mapping from high resolution aeromagnetic data in west central Arabian Shield, Saudi Arabia using normalized derivatives     

Mashael M. AlSaud 《Arabian Journal of Geosciences》2008,1(2):129-136

Aeromagnetic data covering an area of about 40,000 km² at the west central Arabian Shield, Saudi Arabia has been collected and interpreted to provide structural map of the area. A number of normalized derivatives were used to help interpret the signature of magnetic data so that weak and small amplitude anomalies can be amplified relative to the stronger and larger amplitude anomalies. The interpretations obtained from these geophysical techniques of the field data demonstrated a strong correlation between magnetic anomalies and mapped subsurface geology. Based upon the variation in magnetic lineaments, shape amplitude, and trend structural map of the west central Arabian Shield on Saudi Arabia were obtained.  相似文献   

Proterozoic sutures and terranes in the southeastern Baltic Shield interpreted from BABEL deep seismic data     

T. Abramovitz  A. Berthelsen  H. Thybo 《Tectonophysics》1997,270(3-4):259-277

A hitherto unknown terrane and its bounding sutures have been revealed by a combined study of normal-incidence and wide-angle seismic data along the BABEL profile in the Baltic Sea. This Intermediate Terrane is situated between a Northern Terrane of Svecofennian age and a Southwestern Terrane of Gothian age. It is delimited upwards by two low-angle and oppositely dipping sutures and occupies mainly middle and lower crustal levels with a width of 300 km at Moho level. The 1.86 Ga suture against the Northern Terrane is imaged by a prominent almost continuous NE-dipping crustal reflection from 3.5 to 14 s twt over 175 km. Where it downlaps on the Moho, sub-Moho velocities change from 8.2 to 7.8 km/s (±0.2) over less than 25 km. A relatively strong, NE-dipping normal-incidence and wide-angle reflection at 19–23 s twt indicates that the suture extends into the upper mantle. The pervasive NE-dipping reflection fabric of the Intermediate Terrane is interpreted as shear zones that developed during collision and possibly were reactivated by later events. High Poisson's ratios suggest a mafic composition or high fluid content. The 1.86 Ga collision was probably succeeded by continental break-up and removal of an unknown continent, except for the Intermediate Terrane. Subsequent formation of an east-dipping subduction zone further to the west led to the emplacement of 1.81-1.77-Ga-old granitoids in the southern part of the Transscandinavian Igneous Belt. The 1.65-1.60 Ga suture against the Southwestern Terrane is defined by a semi-continuous band of strong SW-dipping reflections between 3 and 8 s twt over 65 km, which are interpreted as a low-angle thrust zone along which Gothian crust overrode the Intermediate Terrane. The identification of three individual seismic terranes in the southeastern part of the Baltic Shield provides new evidence for Palaeoproterozoic plate tectonic processes.  相似文献   

Three-dimensional image of the Moho undulations beneath the Gulf of Bothnia using wide-angle seismic data     

M. Ali Riahi  C.-E. Lund  Laust B. Pedersen 《Geophysical Journal International》1997,129(2):461-471

The BABEL marine seismic experiment has been carried out to investigate the lithospheric structure and antecedent tectonic signatures of the Baltic Shield, including the Archaean-Proterozoic collisional structure in the northern part of the Gulf of Bothnia.
Lithospheric seismic-reflection streamer data and simultaneously recorded wide-angle reflection and refraction data collected in the Gulf of Bothnia as part of the BABEL project have been used for 3-D modelling. The distribution of land stations around the Gulf provides a good 3-D ray coverage of the PMP reflection data recorded at the eight stations in the area and allows an estimation of strikes and dips of the Moho boundary in the area. The traveltimes of reflected phases are calculated using a method that utilizes the finite-difference solution of the eikonal equation. The Moho wide-angle-reflection (PMP) traveltimes are modelled using an inversion method. A 2-D model from the Gulf of Bothnia extended into the third dimension is used as an initial model. During the inversion the velocity is kept constant and only the Moho boundary is allowed to vary. To estimate the strike of the Moho boundary and the stability of the inversion, two initial models with different strikes are examined.
The results indicate that the Moho depth in the Gulf of Bothnia undulates and has a maximum depth of 55 km in the south, rising to 42 km in the north. The Moho depth variations seem to be step-like. This change in the Moho depth coincides with the location of the presumed fossil subduction zone in the area. The crustal-thickness variations seem to be well approximated by a nearly 2-D structure striking parallel to a postulated subduction zone immediately to the south of the Skellefte area. The presence of the step at the crust/mantle boundary can be interpreted as a result of a plate-collision event at about 2 Ga.  相似文献   

Three-dimensional multilayer cylindrical tunnel model for calculating train-induced dynamic stress in saturated soils     

《Computers and Geotechnics》2016

This study proposes an improved tunnel model for evaluating train-induced dynamic stress in saturated soils, which can consider multiple moving loads, grouting layer and pore-water pressure. Using Shanghai Metro’s actual parameters for train speed, tunnel, grouting layer and soils, the analysis of the spatial distribution of dynamic stress for soils and stress state of various locations under moving train loads shows that neglecting effects such as pore-water pressure can lead to underestimating dynamic normal stress and overestimating dynamic shear stress in the soils below tunnel. This model can be further extended to investigate principal stress axes rotations and tunnel settlement.  相似文献   

Comparing various approaches for assessing groundwater recharge at a regional scale in the Canadian Shield     

Maryline Huet  Marie-Amélie Boucher  Charles Poirier 《水文科学杂志》2013,58(12):2267-2283

ABSTRACT

Estimating groundwater recharge is crucial to ensuring the proper management of aquifers. In this study, net regional recharge and spatial potential recharge are estimated at four watersheds within the Charlevoix–Haute-Côte-Nord (CHCN) regions, Quebec Province, Canada. Four methods are applied based on available data. The first two approaches are regional water budget methods. These two methods differ in their estimation of vertical inflow (VI), which is estimated from two hydrological models: GR4J and HYDROTEL. The third method estimates potential recharge spatially over the study area. Finally, the streamflow data are analysed using the Eckhardt baseflow separation method to obtain an estimation of recharge, assuming that discharge is equal to recharge. According to the results of all investigated methods, the mean annual recharge for the CHCN region is approximately 183 mm, which is 18% of the total annual precipitation (P). The discussion section highlights uncertainties due to the assumptions of each method and the reliability of the data.  相似文献