国家自然科学基金资助体系下的地下水科学领域发展总结和分析     

夏露 《地质论评》2023,69(5):2023050022-2023050022

地下水属于基础性、战略性水资源,其科学开发利用和保护关系到人类社会与生态系统的协同健康发展。因此,地下水一直是自然科学关注的热点和焦点之一。笔者统计分析了1986~2022年期间国家自然科学基金委对地下水科学领域的资助情况,从受资助项目的学部学科分布、项目类型和主要研究方向入手,总结了地下水科学研究现状,揭示了目前存在的短板和瓶颈问题,并分析了地下水科学发展趋势。研究结果表明：①地下水科学领域资助项目的数量和类型均呈快速增长态势;②地下水科学领域与其他学科领域的交叉融合越来越频繁、紧密,涉及多个学部和学科,申报与资助均呈现“多点开花”态势;③地下水科学作为地球科学的分支学科,面临新的机遇和挑战,许多重大科学问题亟待解决,需进一步提高重大项目支持力度;④地下水科学研究具备与更多相关领域交叉渗透的潜力,如海洋学、化学、气象学和大气科学等,国家自然科学基金委可为地下水科学与其他学科交叉提供培育平台。  相似文献   

一种亮星识别算法及其在天文定向中的应用     

詹银虎  郑勇  张超  李铸洋  张中凯 《测绘学报》2015,44(3):257-263

基于全站仪对任意亮星的观测采样,提出了一种利用高度角序列和水平角速率进行联合匹配的任意亮星识别算法。通过引入天体地平坐标计算程序,算法可正确辨别行星和恒星。本文分析了任意亮星高度角和水平角速率的观测误差和计算误差,以此给出了匹配阈值条件的设定依据,并在此基础上制定了有效的匹配策略。仿真计算及实际观测试验均表明,该算法具有100%的识别成功率,远优于现有算法。将此算法应用于任意亮星天文定向,定向结果的内符合精度达到2″,外部检核精度达到1.6″。采用多颗任意亮星进行定向,可有效减弱由测站位置误差引入的定向系统误差,提高绝对定向精度。本文提出的天文定向适用于多云及雾霾天气。  相似文献   

车辆行驶振动对古长城影响分析及评价          下载免费PDF全文

杜浩  陈祥  王登科 《地震工程学报》2019,41(6):1448-1453

交通振动会对周边古建筑产生不利影响,研究振动规律对古建筑的稳定性评价非常重要。为此,利用振动探测仪采集古长城因周边道路车辆行驶引起的振动数据。通过解译振动波形了解场地的振动强度衰减过程及大小,确定振动强度及对长城的影响,以及各因素与振动强度的关系。以国家古建筑允许振动规范对波形解译结果进行评价,为解决此类文明遗址的保护问题提供了技术支撑。分析结果表明:不同路况,振动衰减规律不同,路况较好振动强度衰减迅速;行驶车辆的车速、荷载及行驶道路质量均可影响长城水平振动强度,车速越快、荷载越大、道路质量越差,长城水平振动强度越大;长城不同位置对车辆行驶产生的振动响应不同,长城脚水平振动强度大于长城顶水平振动强度。  相似文献   

Winkler model for dynamic response of composite caisson–piles foundations: Seismic response     

《Soil Dynamics and Earthquake Engineering》2014

A simplified method with a dynamic Winkler model to study the seismic response of composite caisson–piles foundations (CCPF¹) is developed. Firstly, with the dynamic Winkler model, the kinematic response of the CCPF subjected to vertically propagating seismic S-wave is analyzed by coupling the responses of caisson part and pile part. Secondly, a simplified model for the foundation–structure system is created with the structure simplified as a lumped mass connected to the foundation with an elastic column, and through the Fast Fourier Transformation (FFT) this model is enabled to solve transient seismic problems. Thirdly, the proposed method for the seismic response of CCPF-structure systems is verified by comparison against 3D dynamic finite element simulation, in which the Domain Reduction Method (DRM²) is utilized. Lastly, the mechanism and significance of adding piles in improving the earthquake resistance of the foundation and structure is analyzed through an example with different soil conditions. Discovered in this study is that adding piles under the caisson is an efficient way to increase seismic resistant capability of the soil–foundation–structure system, and the main mechanism of that is the elimination of the pseudo-resonance.  相似文献   

四川攀枝花钒钛磁铁矿尖山矿段深部预测     

曾国平  徐权  刘世维 《云南地质》2011,30(4):420-424,430

攀枝花辉长岩体岩浆分异为深源和就地分异并存,可分为两个阶段。原始铁钛氧化物熔浆从下往上分异形成超基性岩—富矿体—辉长岩夹低品级矿石—中品贫矿石—表外矿—辉长岩夹表外矿—辉长岩。依据矿床成因、地质构造、地磁异常特征,认为攀枝花矿尖山矿段深部有望发现大矿。  相似文献   

A simple prediction model for wall deflection caused by braced excavation in clays     

《Computers and Geotechnics》2015

Deep excavations particularly in deep deposits of soft clay can cause excessive ground movements and result in damage to adjacent buildings. Extensive plane strain finite element analyses considering the small strain effect have been carried out to examine the wall deflections for excavations in soft clay deposits supported by retaining walls and bracing. The excavation geometry, soil strength and stiffness properties, and the wall stiffness were varied to study the wall deflection behavior. Based on these results, a simple Polynomial Regression (PR) model was developed for estimating the maximum wall deflection. Wall deflections computed by this method compare favorably with a number of field and published records.  相似文献   

长城专题影像地图符号制作方法     

张江霞  谢国华 《地理空间信息》2011,9(3):151-152,155

介绍了甘肃省境内明长城专题地图符号的制作方法,对长城影像地图专题符号制作的关键技术进行探讨和研究;提出了利用制图软件进行专题地图符号制作,并且形成了完整的、规范化的系列符号,为统一、快速制作长城资源专题影像图奠定坚实基础,满足了文物管理部门对甘肃省境内明长城资源管理、保护、研究的需要.  相似文献   

Seismic lateral movement prediction for gravity retaining walls on granular soils     

J.C. Tiznado  F. Rodríguez-Roa 《Soil Dynamics and Earthquake Engineering》2011

At present, methods based on allowable displacements are frequently used in the seismic design of earth retaining structures. However, these procedures ignore both the foundation soil deformability and the seismic amplification of the soil placed behind the retaining wall. Thus, they are not able to predict neither a rotational failure mechanism nor seismic induced lateral displacements with an acceptable degree of accuracy for the most general case. In this paper, a series of 2D finite-element analyses were carried out to study the seismic behavior of gravity retaining walls on normally consolidated granular soils. Chilean strong-motion records were applied at the bedrock level. An advanced non-linear constitutive model was used to represent both the backfill and foundation soil behavior. This elastoplastic model takes into account both the stress dependency of soil stiffness and coupling between shear and volumetric strains. In unloading–reloading cycles, the non-linear shear-modulus reduction with shear strain amplitude is considered. Interface elements were used to model soil–structure interaction. Routine-design charts were derived from the numerical analyses to predict the lateral movements at the base and top of gravity retaining walls located at sites with similar seismic characteristics to the Chilean subduction zone. Thus, wall seismic rotation can also be obtained. The developed charts consider wall dimensions, granular soil properties, bedrock depth, and seismic input motion characteristics. As shown, the proposed charts match well with available experimental data.  相似文献   

山区高填方地基处理简介   总被引：1，自引：0，他引：1  

詹金林 《地震工程学报》2011,33(Z1)

通过对山区高填方常用的地基处理方法进行介绍,阐述山区高填方的地基处理设计、施工、检测需要注意的问题,最后通过三个山区高填方案例,总结了采用分层碾压法、分层强夯法是山区高填方地基处理比较有效理想的地基处理方法。  相似文献   

Discussion of ‘Influence of diaphragm wall installation on the numerical analysis of deep excavation’, by Burlon S., Mroueh H. & I. Shahrour     

Riccardo Conti  Luca de Sanctis  Giulia M.B. Viggiani 《国际地质力学数值与分析法杂志》2013,37(11):1685-1687

  相似文献