超深基坑信息化施工实例分析

结合某工程实例,针对复杂地质条件下圆形超深基坑的特点,建立了一套信息化施工监测体系,并将其运用到工程实践。选择了合理的计算模型,运用数值反分析手段着重就圆形围护结构的变形和承压水的信息化监测进行了分析,并且根据实际情况进行了改进,取得了良好效果,实践表明,这种信息化施工监测体系是可行的。     

IHO海洋测绘地理空间数据新标准分析与思考

IHO海洋测绘地理空间数据新标准S-100是海洋测绘地理空间数据新的国际标准,其重要性不言而喻.然而由于该标准出现时间不长,并且抽象难以理解,为此,在深入学习ISO 19100系列标准、IHO相关标准的基础上,对S-100进行了分析总结.首先指出了S-57存在的问题,分析了S-100的主要优点;对S-100标准中涉及但...     

大流域3维水情信息系统的设计与实现研究

阐述了天津海河流域3维可视化应用系统的建设背景,系统设计及使用的关键技术。海河流域3维可视化应用系统（HH-VRGIS）是海河流域水利信息化的重要组成部分,它充分运用了现代GIS技术,先进的3维虚拟仿真可视化技术,大型数据库管理技术以及通信技术对水文专题信息的空间分析模型与查询技术进行了全面的整合,对海河流域的信息化管理,水资源的科学化调度和汛情及时准确的模拟和仿真做了基础研究。实践表明,该系统设计先进,界面友好,功能完善,运行稳定,具有较好的应用前景。     

Carbon isotopic studies of individual lipids in organisms from the Nansha sea area, China

Sediments contain abundant lipid compounds in general, which are used as biomarker compounds to study organic matter sources and reconstruct the pa-laeoenvironments[1—7]. However, lipid compounds in sediments are generally a mixture of various genetic components so that it is difficult to correctly decouple their biological sources only by the results of bio-chemical researches. Carbon isotopic studies of indi-vidual sedimentary lipid compounds can discover their genetic information, which pr…     

套管锻铣开窗技术在土耳其贝帕扎里碱矿中的应用

土耳其贝帕扎里碱矿在矿区边缘的碱层出现埋深起伏大、厚度变化大、易尖灭、易涌水等情况,这些特殊的地质情况导致水溶开采钻井过程中同一组井的套管最终下入到了不同的层位,或是原先下入的矿层不稳定,易坍塌。为了解决以上问题而引入了套管锻铣开窗技术。该技术可以将老井眼中已被套管封闭的上部碱层暴露出来形成新的采矿通道,从而提高矿区采收率。先后在14口老井眼中完成了套管锻铣作业,均达到了预期效果。本文介绍了套管锻铣器的工作原理,并以H066井组为例,详细阐述了套管锻铣开窗工艺技术。工程实践表明,套管锻铣开窗技术对于换层开采、钻井处理事故、事故井恢复性生产等方面具有一定的效果,具有减少钻井工期、降低施工成本、延长老井使用寿命、提高矿藏产量等优点,有广阔的应用前景。     

Tectonostratigraphic framework and depositional history of the deepwater Ulleung Basin,East Sea/Sea of Japan

The Ulleung Basin, East Sea/Japan Sea, is a Neogene back-arc basin and occupies a tectonically crucial zone under the influence of relative motions between Eurasian, Pacific and Philippine Sea plates. However, the link between tectonics and sedimentation remains poorly understood in the back-arc Ulleung Basin, as it does in many other back-arc basins as well, because of a paucity of seismic data and controversy over the tectonic history of the basin. This paper presents an integrated tectonostratigraphic and sedimentary evolution in the deepwater Ulleung Basin using 2D multichannel seismic reflection data. The sedimentary succession within the deepwater Ulleung Basin is divided into four second-order seismic megasequences (MS1 to MS4). Detailed seismic stratigraphy interpretation of the four megasequences suggests the depositional history of the deepwater Ulleung Basin occurred in four stages, controlled by tectonic movement, volcanism, and sea-level fluctuations. In Stage 1 (late Oligocene through early Miocene), syn-rift sediment supplied to the basin was restricted to the southern base-of-slope, whereas the northern distal part of the basin was dominated by volcanic sills and lava flows derived from initial rifting-related volcanism. In Stage 2 (late early Miocene through middle Miocene), volcanic extrusion occurred through post-rift, chain volcanism in the earliest time, followed by hemipelagic and turbidite sedimentation in a quiescent open marine setting. In Stage 3 (late middle Miocene through late Miocene), compressional activity was predominant throughout the Ulleung Basin, resulting in regional uplift and sub-aerial erosion/denudation of the southern shelf of the basin, which provided enormous volumes of sediment into the basin through mass transport processes. In Stage 4 (early Pliocene through present), although the degree of tectonic stress decreased significantly, mass movement was still generated by sea-level fluctuations as well as compressional tectonic movement, resulting in stacked mass transport deposits along the southern basin margin. We propose a new depositional history model for the deepwater Ulleung Basin and provide a window into understanding how tectonic, volcanic and eustatic interactions control sedimentation in back-arc basins.     

无人水下智能海洋测绘装备的机遇与挑战

针对海洋测绘面临的问题,分析了无人时代海洋测绘技术的发展机遇,提出了无人水下智能海洋测绘的新模式,讨论了无人水下智能海洋测绘的技术体系和无人水下智能海洋测绘装备的关键技术,以及无人水下智能海洋测绘的装备产业链,展望了无人水下智能海洋测绘装备的发展趋势及应用前景。     

种植盐地碱蓬修复滨海盐渍土效果的研究

利用盐生植物——盐地碱蓬进行天津河口滨海盐碱地的生物修复。通过比较种植盐地碱蓬土壤和对照土壤的电导率、有机质和微生物数量的差异等研究了其修复效果。结果表明，种植区碱蓬根际土壤的电导率与对照土壤相比下降了13％；有机质和总氮与对照土壤相比分别增加43％和18％；根际土壤的微生物数量明显增加，放线菌和真菌分别比对照增加了5倍和16倍。根际微生物优势种群的盐耐受性结果显示，部分根际土壤的优势种群的盐耐受性明显下降，耐盐性较低的微生物种群已成为优势种群。以上结果表明，种植盐地碱蓬对改善滨海盐碱地的生态有明显的效果。     

Shallow water body data processing based on the seismic oceanography

Physical properties of sea water,such as salinity,temperature,density and acoustic velocity,could be demarcated through degradation of energy caused by water absorption,attenuation and other factors.To overcome the challenging difficulties in the quick monitoring of these physical properties,we have explored the high resolution marine seismic survey to instantly characterize them.Based on the unique wavefield propagating in the sea water,we have developed a new approach to suppress the noise caused by the shallow sea water disturbance and obtain useful information for estimating the sea water structure.This approach improves seismic data with high signal-to-noise ratio and resolution.The seismic reflection imaging can map the sea water structure acoustically.Combined with the knowledge of local water body structure profile over years,the instant model for predicting the sea water properties could be built using the seismic data acquired from the specially designed high precision marine seismic acquisition.This model can also be updated with instant observation and the complete data processing system.The present study has the potential value to many applications,such as 3D sea water monitoring,engineering evaluation,geological disaster assessment and environmental assessment.     

Bi‐directional coupled tuned mass dampers for the seismic response control of two‐way asymmetric‐plan buildings

This paper proposes bi‐directional coupled tuned mass dampers (BiCTMDs) for the seismic response control of two‐way asymmetric‐plan buildings subjected to bi‐directional ground motions. The proposed BiCTMD was developed from the three‐degree‐of‐freedom modal system, which represents the vibration mode of a two‐way asymmetric‐plan building. The performance of the proposed BiCTMD for the seismic response control of elastic two‐way asymmetric‐plan buildings was verified by investigating the reductions of the amplitudes of the associated frequency response functions. In addition, the investigation showed that the proposed BiCTMD is effective in reducing the seismic damage of inelastic asymmetric‐plan buildings. Therefore, the BiCTMD is an effective approach for the seismic response control of both elastic and inelastic two‐way asymmetric‐plan buildings. Copyright © 2010 John Wiley & Sons, Ltd.