Effect of shape on holding capacity of plate anchors buried in soft soil

Plate anchor is one of the most common varieties of anchors used in the construction and maintenance work of various on-land and offshore structures. An accurate estimation of the uplift capacity of anchor foundations is necessary for an economical design as well as for the safety and stability of structures. This paper outlines the effect of shape of anchor plates on their breakout capacity, through a series of model tests. Both shallow and deep anchor behaviours were investigated under conditions developing suction force and without suction force. The results of these tests are presented in terms of load-displacement behaviour, variation of breakout factors (with and without suction force) with depth of embedment, the critical embedment depth of anchors and variation of suction force with embedment ratio. Further, the variations of breakout factor ratio with aspect ratio and embedment ratio are reported. Based on the experimental results and the model test results of other investigators an empirical relationship has been suggested to determine the shape factor and holding capacity of plate anchors buried in saturated cohesive soils.     

基于水资源承载力的城市规模研究

就水资源与城市规模关系的研究而言,学者们对具体城市水资源承载力的应用性研究较多,理论性研究较少。基础理论的缺失必然导致应用性研究出现问题,导致有人对是否客观地存在水资源承载力产生怀疑。本文从承载力的内涵出发,论证了城市水资源承载力存在的客观性;在界定水资源承载力概念的基础上,提出了水资源承载力存在的两个极限:自然极限和社会极限;给出了因学者不同得出城市水资源承载力不同的解释,构建了基于水资源承载力的城市规模模型,并以北京市为例,计算了其水资源承载力。     

浅析广义干旱与狭义干旱的联系与区别

指出干旱研究的基础是以区域水资源承载力为前提。利用陆地水文学知识分析了自然界水循环运动的每个环节和特点,剖析了水资源承载力在陆面蒸发和径流衰退过程中形成干旱的机制。定义了广义干旱,并简析了与气象、农业等各种狭义干旱的区别与联系。强调了陆地水文学是唯一可以给干旱以科学、严谨和充分定义的学科。     

流域非点源磷素输出负荷估算方法研究

目前水质常规监测频率较低,难以客观反映流域非点源污染物浓度随降雨径流过程的变化情况,结果会低估了流域非点源污染物的输出负荷。本文利用流域次降雨过程的连续水质水量同步监测资料,研究分析次降雨过程与流域非点源磷素输出负荷之间的因果关系,并建立次降雨总量与磷素输出负荷的定量相关关系。研究结果表明,流域次降雨总量与非点源磷素输出负荷之间存在较好的相关关系。通过这种定量关系,以流域次降雨总量为输入,可以更为合理地估算出流域非点源磷素输出负荷。     

回填块石土强夯施工工艺的确定及设计优化

以华能莱芜电厂百万机组“上大压小”扩建工程填方区回填块石土强夯地基处理试夯试验为例,比对2个试夯分区采用不同施工工艺施工的质量差别及处理效果,据此查明强夯法的施工质量,确定强夯有效加固深度、土的密实度、变形参数和地基承载力等。根据场地夯填厚度,选取合适的虚填厚度及相应的施工工艺,确定最终施工方案,进一步提高强夯地基处理效果,为最终确定大面积施工所采用的施工工艺提供依据。     

北京市永定河地下水库水资源储蓄能力研究

北京市永定河冲洪积扇中上部,具备建设地下水库的基本条件。本文在确定永定河地下水库水资源人工补给方式的基础上,分析了各方式的入渗能力,提出了地下水库的人工补给方案,利用地下水数值模拟的预测结果和有效储水率计算公式,首次研究了地下水库的储水能力,分析了永定河地下水库的水资源补给效果。结果表明,永定河地下水库水资源人工补给能力最大可达18．93m^3／s,回灌地表水2．42×108m^3的情况下地下水位最大回升32m,地下水储存量增加2．09×108m^3,回灌后1年和5年的有效蓄水率分别为78．6％和46．8％,北京永定河地下水库具有较好水资源回灌能力、储存能力,地下水人工调蓄能够起到明显的效果。     

电气石原料化学成分、制备方法对电气石陶瓷性能的影响

电气石具有自发电极属性,对改变水团的缔合度具有一定作用。笔者研究了朝鲜多个地区电气石的成分、结构和理化性能,并以其为主要原料制备了不同类型的电气石陶瓷,同时研发了一种间接测量水团缔合度的方法,该方法是利用水溶液的电容和介电损耗值来间接评价水团缔合度,可以反映水团缔合度的相对大小。研究表明,以高钙电气石为原料、适当添加活性剂并经700℃烧结工艺制备的电气石陶瓷,对降低水团缔合度具有明显效果。     

对提高地质找矿效果、实现找矿突破的探讨

提高地质找矿效果、实现找矿突破是我国面临的矿产资源短缺形势的必然需要。本章结合地质找矿的实践、学习、思考、研究经历,从地质找矿创新能力、创新工作模式、创新文化和成矿研究等不同方面对提高地质找矿效果、实现找矿突破进行了探讨,认为地质找矿工作是以地质找矿创新能力、创新工作模式和创新文化建设为基础,通过对地质找矿信息的收集、提取、研究,建立区域成矿模型、综合找矿模型、矿产勘查模型和矿床模型,在解剖成矿系统的过程中发现矿床,实现找矿突破,为社会经济的可持续发展提供矿产资源保障。     

青藏高原草地地上生物量和理论载畜量

准确模拟和预测草地地上生物量(Aboveground biomass,AGB)和理论载畜量对于维持草地生态系统平衡、优化放牧管理至关重要。当前很多研究以围栏外草地AGB为基础,估算了青藏高原草地AGB的现存量。但是,牛羊啃食后的草地AGB现存量无法准确评估草地理论载畜量。围栏内草地不受家畜采食影响,其年际变率由环境因子驱动,可视为草地潜在AGB (potential AGB,AGB_p),更适用于草地理论载畜量的评估。本研究以青藏高原345个围栏内AGB观测数据为基础,结合气候、土壤和地形数据,利用随机森林算法构建草地潜在地上生物量估算模型,并对当前气候条件(2000-2018年)和未来20年(2021-2040年)4种气候变化情景(SSP1-2.6、SSP2-4.5、SSP3-7.0和SSP5-8.5)下的草地AGB_p和高寒草地理论载畜量进行模拟与预测。结果表明:(1)随机森林算法可准确模拟当前气候条件下的青藏高寒草地AGB_p(R²=0.76,P<0.001);2000-2018年青藏高寒草地AGB_p平均值为102.4 g m^-2,时间上增加趋势不明显(P>0.05);AGB_p年际波动和生长季降水显著正相关(R²=0.57,P<0.001),和生长季温度日较差显著负相关(R²=0.51,P<0.001)。(2)当前气候条件下,青藏高寒草地平均理论载畜量为0.94 SSU ha^-1(standardized sheep unit ha^-1);在过去20年约有54.1%草地理论载畜量呈提升状态。(3)和当前相比,未来20年青藏高原中部和北部草地AGB_p和理论载畜量呈下降态势。因此,建议未来在厘清气候变化影响下草畜关系的基础上进行有针对性的草牧业规划和管理,以缓解区域气候变化引起的草畜矛盾。     

Assessment of the Water Resources Carrying Capacity in the Great Dunhuang Region

Water resources carrying capacity (WRCC) is an important index for assessing the coordinated development relationship between population and water resources. The quantitative evaluation of WRCC can provide an important basis for water resource regulation and sustainable economic and social development. Based on the statistical data of cities and counties in the Great Dunhuang Region (GDR), and taking counties as the basic units, this study quantitatively analyzed the WRCC and carrying status of the GDR under different water inflow conditions and policy constraints from 2010 to 2017. The study revealed three main trends. (1) From 2010 to 2017, the WRCC of the GDR increased year by year, from 343700, 315900 and 291100 people to 458700, 415400 and 375600 people in normal, dry and extremely dry years, respectively. (2) Under policy constraints, the WRCC of the GDR increased year by year from 309400 people in 2010 to 412400 people in 2017. Based on future estimates, the WRCC of the GDR are expected to be 326600 people in 2020 and 341200 people in 2030. (3) From 2010 to 2017, the water resources carrying index of the GDR was decreasing, and it decreased from 1.05, 1.14 and 1.24 to 0.80, 0.88 and 0.97 in normal, dry and extremely dry years, respectively. The carrying status changed from critical overload to balanced. Although the WRCC and the carrying status of the GDR had significantly improved by 2017, the overall upper limit of the carrying capacity is not high. Therefore, efforts should be made to improve the utilization efficiency of water resources in order to maintain the sustainable utilization of water resources in the GDR.