闽江河口区湿地生态旅游环境容量研究

本文讨论了生态旅游环境容量的定义及内涵，分析了生态旅游环境容量的特征及构成，在此基础上估算了闽江河口区湿地生态旅游环境容量．结果表明：闽江河口区湿地生态旅游环境容量的限制因子是鳝鱼滩自然保护区生态旅游环境空间容量．鳝鱼滩旅游步行道可分成南路和北路，北路为水路游线，南路为陆路游线．北路游线环境空间日容量为800人次／d，南路游线环境空间日容量为1144人次／d．鳝鱼滩湿地生态旅游环境空间年容量为451202人次／a．这一环境容量可作为闽江河口区湿地生态旅游活动环境容量的最高限制量．     

Evaluation of Bearing Capacity for Multi-Layered Clay Deposits with Geosynthetic Reinforcement using Discrete Element Method

A stability analysis of reinforced foundation soil is presented in this paper. A method based on the discrete element method (DEM) is suggested for calculating the bearing capacity on strip footings over multilayer soils reinforced with a horizontal layer of geosynthetics. The proposed method can estimate the ultimate bearing capacity and the distribution of tensile force developed in the geosynthetics of the footing system by Winkler springs to account for the compatibility between soil blocks and tensile elements to consider the tensile behavior between soil and geosynthetics. For footings on various multilayer soils with or without reinforcement of geosynthetics, the results of the method were compared to the field test results as well as to those obtained by various methods proposed by other researchers.     

Behavior of soil plugs in open‐ended model piles driven into sands

Calibration chamber tests were conducted on open‐ended model piles driven into dried siliceous sands with different soil conditions in order to clarify the effect of soil conditions on load transfer mechanism in the soil plug. The model pile used in the test series was devised so that the bearing capacity of an open‐ended pile could be measured as three components: outside shaft resistance, plug resistance, and tip resistance. Under the assumption that the unit shaft resistance due to pile‐soil plug interaction varies linearly near the pile tip, the plug resistance was estimated. The plug capacity, which was defined as the plug resistance at ultimate condition, is mainly dependent on the ambient lateral pressure and relative density. The length of wedged plug that transfers the load decreases with the decrease of relative density, but it is independent of the ambient pressure and penetration depth. Under several assumptions, the value of earth pressure coefficient in the soil plug can be calculated. It gradually reduces with increase in the longitudinal distance from the pile tip. At the bottom of the soil plug, it tends to decrease with increase in the penetration depth and relative density, and to increase with the increase of ambient pressure. This may be attributed to (1) the decrease of friction angle as a result of increase in the effective vertical stress, (2) the difference in the dilation degree of the soil plug during driving with ambient pressures, and (3) the difference in compaction degree of soil plug during driving with relative densities. Based on the test results, an empirical equation was suggested to compute the earth pressure coefficient to be used in the calculation of plug capacity using one‐dimensional analysis, and it produces proper plug capacities for all soil conditions.     

Down-scaled regional ocean modeling system (ROMS) for high-resolution coastal hydrodynamics in Korea

A down-scaled operational oceanographic system is developed for the coastal waters of Korea using a regional ocean modeling system(ROMS).The operational oceanographic modeling system consists of atmospheric and hydrodynamic models.The hydrodynamic model,ROMS,is coupled with wave,sediment transport,and water quality modules.The system forecasts the predicted results twice a day on a 72 h basis,including sea surface elevation,currents,temperature,salinity,storm surge height,and wave information for the coastal waters of Korea.The predicted results are exported to the web-GIS-based coastal information system for real-time dissemination to the public and validation with real-time monitoring data using visualization technologies.The ROMS is two-way coupled with a simulating waves nearshore model,SWAN,for the hydrodynamics and waves,nested with the meteorological model,WRF,for the atmospheric surface forcing,and externally nested with the eutrophication model,CE-QUAL-ICM,for the water quality.The operational model,ROMS,was calibrated with the tidal surface observed with a tide-gage and verified with current data observed by bottom-mounted ADCP or AWAC near the coastal waters of Korea.To validate the predicted results,we used real-time monitoring data derived from remote buoy system,HF-radar,and geostationary ocean color imager(GOCI).This down-scaled operational coastal forecasting system will be used as a part of the Korea operational oceanographic system(KOOS) with other operational oceanographic systems.     

物理海洋传感器现状及未来发展趋势

文中对目前我国物理海洋要素观测传感器技术发展现状进行了分析。在国家科技计划支持下,我国的物理海洋观测传感器技术取得了快速发展,但与国际上先进的传感器技术水平相比,国内具有自主知识产权的传感器仍有较大差距。随着未来海洋观测需求的不断发展,小型、轻重量、低功耗、高精度、高灵敏、智能化新型传感器必将是今后5~10年研究与开发的重点。     

Numerical analysis on post-grouted drilled shafts: A case study at the Brazo River Bridge,TX

This paper investigates the effects of post-grouting on the behavior of drilled shafts using a case study carried out at the Brazo River, Texas. Commercial finite element software, PLAXIS, was used to quantify the improvement of the tip resistance and side shear resistance of post-grouted drilled shafts (PGDS). The input material parameters of PLAXIS were initially estimated using CPT sounding results, and then the parameters were updated by calibrating the numerical results against full-scale STATNAMIC load test results. Based on the numerical analysis, the authors concluded that (1) the increase in total resistance of PGDS resulted from soil improvement at the shaft tip, (2) the apparent increase in side shear resistance resulted from side shear reversal that occurred during post-grouting, and (3) the apparent increase in the tip resistance of PGDS may be caused by stress relief of the grout. In addition, two approaches to estimate the resistance of PGDS were compared against numerical results. In this case study, the Axial Capacity Multiplier (ACM) approach over-predicted the total resistance whereas the Tip Capacity Multiplier (TCM) approach reasonably predicted the increase in total resistance.     

斑岩Cu-(Mo-Au)矿床的成矿构造环境及勘查意义

斑岩矿床是重要的矿床勘查目标。斑岩矿床的成矿构造环境研究有助于确定斑岩矿床的战略勘查方向。斑岩矿床形成的成矿构造环境包括板块汇聚边缘、大陆转换板块边界、陆内造山环境和非造山环境。本文重点对斑岩矿床在汇聚边缘和大陆转换板块边界的成矿构造环境及其勘查意义进行初步总结。构造变化对斑岩矿床的形成起到触发作用。微弱和中等程度的转换挤压应力最有利于岩浆的集聚、上升和就位。岩浆侵入可以是在广阔的转换挤压断层带内或在其周围局部呈引张的地区集中出现。对于斑岩矿床战略勘查方向而言,应注意研究区域走滑断层与侵入体的关系,加强对地表浅部喷气蚀变的识别。在我国西南地区已勘查发现的5个斑岩成矿带中,应注意沿区域走滑断裂构造方向开展找矿。从成矿构造环境与哀牢山-红河构造带对比来看,鲜水河-小江断裂带可能是西南地区新的斑岩矿床勘查区。     

插拔桩靴对临近桩靴承载力的影响研究

自升式钻井船桩靴的插拔过程将会对临近井口平台的桩靴基础产生不利影响。开展了室内模型试验研究,将试验结果与理论分析结果相结合,得到了桩靴插拔的影响范围及影响范围内土体强度的变化规律,并推导了桩靴插拔影响区内临近桩靴承载力的计算方法,与模型试验结果进行了对比验证。研究表明,桩靴插拔后砂土相对密实度降低,其降低程度随距桩靴距离的增加而逐渐减小,影响范围约为1倍桩靴直径。受桩靴插拔影响,临近桩靴的承载力下降,降低比例随两桩靴相对间距的增大而减小,随桩靴相对插深的增加而增加。当两桩靴相对间距大于2倍插拔桩靴直径时,可认为桩靴插拔对临近桩靴基础承载力无影响。     

地质环境容量与评价研究

本文系统总结了当今地质环境容量研究存在的主要问题及发展趋势,应用地质环境容量评价指标体系,初步建立了地质环境容量评价理论框架.在此基础上结合上海市主要环境地质问题,分析其主要影响因素,分层次选取合适的评价指标,对上海市地质环境容量进行实证分析.     

华清4#泉水溶气体百分含量合计的强震远场前兆特征

华清4#泉水溶气体百分含量合计(QB)的取值范围为100±5.按4舍5入法取整数值,将其分为11个区段.以年为单位,统计QB落在每个区段内的频次.频率分布直方图显示,在QB取值区间内,分区段频率呈近似正态分布.将落入QB频率最高的区段称为轴,将轴在不同区段上位置的变化称为轴漂.研究表明,QB在不同区段上轴的漂移,反映了区域应力场的不同状态.轴落入99区段上,反映的是区域应力场的增强,与远场M≥7.0地震及伴生中强地震、鄂尔多斯块体周边后继中强地震有很好的相关性;轴落入98区段上,反映的是区域应力场的相对稳定;轴落入97区段上,反映的是巨大地震后,区域应力场的调整及中强地震活动格局的变化.文中还阐述了99区段轴值与地震对应关系的几个特征.