1∶50000地形数据库更新项目过程质量监督检查

在充分总结分析4年来1∶50000地形数据库更新项目生产、质量管理、过程质量控制等工作实际的情况下,研究对影响成果质量的主要资料、技术、流程等要素进行过程质量控制,及时发现并解决生产中出现的质量问题,采用"预防为主、防检结合"的手段将成果的质量隐患消除在生产环节,确保生产出满足质量管理目标的动态更新成果。     

Characterizing groundwater/surface-water interactions in the interior of Jianghan Plain,central China

Hydrogeology Journal - Quantifying groundwater/surface-water interactions is essential for managing water resources and revealing contaminant fate. There has been little concern on the exchange...     

Dynamic Response and Mechanical Behaviours of Geogrid for High Earth-rockfill Dams

Geotechnical and Geological Engineering - Due to the complexity of the interaction between the geogrid and the soil interface in high earth-rock dams, the method of replacing the grid with steel...     

Indicator-based spatiotemporal characteristics of apple drought in North China

Natural Hazards - Frequent occurrences of drought stress caused by dry weather create severe destroy in apple yield and quality in North China. Although appropriate drought stress is beneficial to...     

Failure and Acoustic Emission Characteristics of Jointed Rock Masses with Different Joint Inclination Angles and Combination Mode

Geotechnical and Geological Engineering - In order to analyze the characteristics of the mechanical property, failure mode and acoustic emission of the columnar jointed rock masses,...     

煤层气储层特征分析与孔渗参数测井评价 ——以沁水盆地南部3#煤层为例

本文以沁水盆地南部樊庄区块下二叠统山西组的3#煤层为研究对象,基于区域地质背景和储层特征的分析,综合利用测井数据、实验测试资料、常规显微镜观测以及扫描电镜观测等,尝试建立适合于本区实际情况的孔隙度、渗透率模型.研究认为,本区煤岩真实密度值变化范围大,网状裂隙发育.本文采用变煤岩骨架密度值法计算煤岩总孔隙度,以裂缝立方体模型迭代法计算煤岩裂缝孔隙度,进而求算裂缝渗透率.解释模型经研究区实际煤储层测井资料的处理解释之验证,达到了较高的精度.     

Accelerating consolidation of soft ground by aerosol injection technique: a field study

We present an aerosol injection technique (AIT) to accelerate the consolidation of soft soils for ground improvement. We employ high-pressure aerosol injections at different depths to enhance the drainage in soft soils for faster consolidation. The technique is briefly described. A well-instrumented field test is carried out to demonstrate its performance. Compared to the traditional methods, our approach gives rise to faster dissipation of excess pore pressure and larger ground settlement. This method is particularly attractive for the improvement in soft ground in medium depths.