上海市地铁一号线隧道变形测量及规律分析   总被引：17，自引：0，他引：17  

陈基炜  詹龙喜 《上海国土资源》2000,(2):51-56

本文以上海市地铁一号线黄陂南路站近一年多种隧道变形测量采集整理分析为例,详细总结和讨论了地铁隧道变形测量的方法,对地铁一号线黄陂南路站附近上下行隧道变成进行了规律分析,同时对地铁一号线隧道运营以来整条隧道沉降变形规律进行了剖析。  相似文献   

Plan for a groundwater monitoring network in Taiwan     

Shiang-Kueen Hsu 《Hydrogeology Journal》1998,6(3):405-415

 In Taiwan, rapid economic growth, rising standards of living, and an altered societal structure have in recent years put severe demands on water supplies. Because of its stable quantity and quality, groundwater has long been a reliable source of water for domestic, agricultural, and industrial users, but the establishment of a management program that integrates groundwater and surface-water use has been hampered by the lack of groundwater data. In 1992, the Department of Water Resources (DWR) initiated a program entitled "Groundwater Monitoring Network Plan in Taiwan." Under this program, basic groundwater data, including water-level and water-quality data, are being collected, and a reliable database is being established for the purpose of managing total water resources. This paper introduces the goals, implementation stages, and scope of that plan. The plan calls for constructing 517 hydrogeologic survey stations and 990 groundwater monitoring wells within 17 years. Under this program, water-level fluctuations are continuously monitored, whereas water-quality samples are taken for analysis only at the initial drilling stage and, subsequently, at the time when a monitoring well is being serviced. In 1996, the DWR and the Water Resources Planning Commission were merged to form today's Water Resources Bureau. Received, July 1997 · Revised, February 1998 · Accepted, January 1998  相似文献   

Micro-sequential contour blasting—how does it influence the surrounding rock mass?     

Agne P. Rustan 《Engineering Geology》1998,49(3-4):303-313

The optimal delay time between the contour holes in rock blasting has been studied by theoretical and empirical research in Sweden, regarding ground vibrations, increase in crack frequency, radial crack length and finally overbreak (half cast factor). The model test presented in this paper concerns controlled contour blasting in tunnelling and the full-scale blasts concern tunnelling, road cutting, and dimensional stone quarrying. The results indicate that the microsequential contour blasting technique (contour holes fired in sequence and with a delay in the order of 1–2 ms) is superior to simultaneous initiation both regarding blast-induced ground vibrations and crack frequency increase in the rock mass. Both these evaluation methods reflects the conditions deeper in the remaining rock mass. Simultaneous initiation, however, is superior to micro-sequential contour blasting both regarding the half cast factor and the length of radial cracks emanating from the blastholes. These two parameters are more related to the surface conditions after blasting. The industrial applications of this new knowledge are the use of micro-sequential contour blasting when ground vibrations are of greater concern than the contour, for example, in trench blasting or quarrying in urban areas, and the use of simultaneous initiation when an even rock surface is of high priority.  相似文献   

论地质历史中区域构造沉降史与海平面变化   总被引：3，自引：1，他引：2  

赵玉光 《沉积学报》1998,16(4):1-7

区域构造沉降史和海平面变化是层序地层学中起决定作用的两个主参数。运用“反剥法”。（back-stripping）建立了研究区内泥盆纪至三叠纪盆地构造沉降地球动力学曲线模型,识别出盆地演化从被动大陆边缘、成熟被动大陆边缘、周缘前陆盆地到后造山前陆盆地的演化序列。同时,运用沉积体系域、地震及碳氧同位素信息反演编制了二叠-三叠纪海平面变化轨迹曲线,研究区内海平面变化与全球海平面升降具同步效应,至晚三叠世研究区海平面变化表现为上升趋势,而全球海平面变化总体处于海平面下降阶段,这与前陆挠曲变形和造山俯冲有关。  相似文献   

黄土的震陷性与其微结构特征的关系研究   总被引：9，自引：4，他引：9       下载免费PDF全文

石玉成  李兰  刘红玫 《地震工程学报》2002,24(2):129-134

借助电镜扫描分析手段，对Q3震陷性黄土的微结构特征、颗粒形态等进行了分析。结果表明黄土的显微结构对震陷系数有较大影响，并与震陷的临界动应力关系密切。通过孔隙含量的定量测试分析，探讨了中大孔隙对黄土震陷影响，并对土样的微结构某些指标进行了比较和分析。  相似文献   

Liquefaction-induced ground deformations at Hotel Sapanca during Kocaeli (Izmit),Turkey earthquake     

K. Onder Cetin  T. Leslie Youd  Raymond B. Seed  Jonathan D. Bray  Rodolfo Sancio  W. Lettis  M. Tolga Yilmaz  H. Turan Durgunoglu 《Soil Dynamics and Earthquake Engineering》2002,22(9-12):1083-1092

This paper presents a study of liquefaction-induced ground deformations at the Hotel Sapanca site during the 1999 Kocaeli (Izmit)—Turkey earthquake. The paper discusses: (1) observed ground deformations and displacements after the earthquake, (2) the results of field investigations by means of borings and in situ index tests including standard penetration tests (SPT), static cone penetration tests (CPT) and piezocone (CPTU) tests, (3) analyses of observed ground settlements and lateral deformations by a suite of methods, and (4) comparisons of observed and calculated ground movements.  相似文献   

Constraints on hydraulic parameters and implications for groundwater flux across the upland–estuary interface     

G. Schultz  C. Ruppel 《Journal of Hydrology》2002,260(1-4):255-269

Analyses of independent laboratory- and field-scale measurements from two sites on Sapelo Island, Georgia reveal heterogeneity in hydraulic parameters across the upland–estuary interface. Regardless of the method used (short-duration pumping tests, amplitude attenuation of tidal pumping data, sediment grain size distributions, and falling head permeameter tests), we obtain hydraulic conductivity of 10⁻⁴ m s⁻¹ for the fine-grained, well-sorted, clean sands that make up the upland areas. Proximal to the upland–estuary boundary, the tidal pumping analyses and permeameter tests suggest that hydraulic conductivities decrease by more than two orders of magnitude, a result consistent with the presence of a clogging layer. Such a clogging layer may arise due to a variety of physical, chemical, or biological processes. The extent and orientation of the layers of reduced hydraulic conductivity near the upland–estuary boundary influence the nature of the aquifer's response to tidal forcing. Where the lower conductivity layer forms a relatively flat creek bank, tidal pumping produces a primarily mechanical response in the adjacent aquifer. Where the creek bank is nearly vertical, there is a more direct hydraulic connection between the tidal creek and the adjacent aquifer. The clogging layer likely contributes to the development of complicated flow pathways across the upland–estuary boundary. Effective flow paths calculated from tidal pumping data terminate within the marsh, beyond the boundary of the upland aquifer, suggesting a diffuse regime of groundwater discharge in the marsh. We postulate that, in many settings, submarsh flow may be as important as seepage faces for groundwater discharge into the marsh–estuary complex.  相似文献   

山洞电源、信号线路改造与接地网建设相关技术探讨     

张荣挺  于沈平 《东北地震研究》2002,18(3):35-38

本文对铁岭地震台在山洞电源，信号线路改造与接地网建设中遇到的问题及解决的办法做简要介绍，依据洞室固有条件，结合《规范》要求，探讨了监测环境建设施工经验。  相似文献   

地面沉降规律预测新模式   总被引：5，自引：0，他引：5  

Yan Tongzhen 《地球科学》1989,(2)

文章讨论了地面沉降当前一般研究及其防治措施;提出了若干尚待深入研究的有关问题。概括了地面沉降区的几种重要沉积模式和沉降机理。以世界上记录到的最大的美国加州中部谷地和规模较小的中国浙江宁波市地面沉降为例,重点对其动态规律作了概要讨论;以其监测数据为背景,采用Verhulst氏生物模型原理和灰色控制系统理论分别对两者进行了控制预测及预测控制。结果表明,在一定控制条件下,可以预测出二者沉降寿命分别为140年和90年;若严格予以控制,宁波市可望免于沉没海水面之下。  相似文献   

Semi-empirical method for calculation of maximum subsidence in coal mines     

P. P. Bahuguna  Bhawani Singh  A. M. C. Srivastava  N. C. Saxena 《Geotechnical and Geological Engineering》1993,11(4):249-261

Summary Most empirical methods of subsidence prediction are based on the prior knowledge of the maximum possible subsidence, S_max, for a particular coalfield. The subsidence profile and other associated parameters along a desired line may be derived, in most cases, as a function of S _max. These methods are site specific and are not based upon the rational concepts of mechanics. Purely mechanistic methods, on the other hand, could not find wide application because of their limitations in representing the complex behaviour of a rockmass.Therefore a semi-empirical method of calculation of S _max or S, which is an improvement over the empirical method reported elsewhere (Bahuguna et al., 1991a), has been derived from combining the mechanistic and empirical approach. The effects of various parameters are studied by numerical modelling. These qualitative results are then used to influence the development of a more general semiempirical method. The method has been tested for 125 coal mine workings in India and 22 mines of the North Appalachian basin. The method is easily adaptable to other countries.  相似文献