Effect of Groundwater Fluctuations on Pore Pressures and Earth Pressures on Coastal Excavation Retaining Walls     

Lisha Zhang  Kanghe Xie  Dazhong Huang 《Marine Georesources & Geotechnology》2016,34(8):770-781

Pore water and earth pressures acting on retaining structures are investigated using an efficient coastal double-layered excavation model to determine offshore excavation responses to groundwater fluctuations outside foundation pits. Total pore water pressure includes excess pore water pressure (due to groundwater fluctuations) and steady pore water pressure (due to steady seepage) determined using one-dimensional consolidation theory of double-layered soil and one-dimensional steady-state flow theory, respectively. Rankine's active and passive earth pressures are obtained from pore water pressure. This method is applicable to arbitrary groundwater fluctuation conditions. How physical parameters affect pore water pressure is numerically investigated using examples, demonstrating the method's practicality for calculating pore water and earth pressures.  相似文献   

The Swedish Geotechnical Society’s methodology for risk management: a tool for engineers in their everyday work     

Johan Spross  Lars Olsson  Håkan Stille 《Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards》2018,12(3):183-189

The Swedish Geotechnical Society has adopted a general methodology for risk management in geotechnical engineering projects to reduce the costs related to negative outcomes of geotechnical risks. This technical note highlights the main features of the methodology and strives to inspire the international geotechnical community to apply sensible risk management methods. In the authors’ opinion, a successful geotechnical risk management needs to be structured, be tailored to the project, and permeate the engineers’ everyday work. Then, sufficient quality can be achieved in the project with larger probability.  相似文献   

钙同位素地球化学研究新进展及其在碳酸岩-共生硅酸盐研究中的应用     

向蜜  龚迎莉  刘涛  田世洪 《地质学报》2021,95(12):3937-3960

作为"非传统稳定同位素"家族成员,钙同位素正受到国际地学界日益广泛的关注.钙是主要的造岩元素,也是生物必需的元素.钙在地球各圈层广泛分布,研究钙同位素的地球化学行为将有助于提高我们对各种生物过程和地质过程的认识.钙同位素测定主要采用热电离质谱仪(TIMS)和多接收电感耦合等离子体质谱仪(MC-ICP-MS),分别表示为δ44/40 Ca和δ44/42Ca.目前自然界可观测到的δ44/40Ca变化范围为-2.0‰～6.75‰,约8.7‰.本文系统介绍了近年来钙同位素分析中样品溶解、化学分离、质谱测定以及高温地质过程中的钙同位素分馏及其地质应用等方面的研究成果,尤其对钙同位素在碳酸岩-共生硅酸盐岩研究中的意义、钙同位素组成以及取得的主要认识作了较为全面的介绍.阐述了放射成因40 Ca、部分熔融作用/分离结晶作用、地壳同化作用、古俯冲碳酸盐循环、热液蚀变作用、岩浆起源深度等对碳酸岩、硅酸盐岩的钙同位素组成造成的影响.最后,通过系统对比碳酸岩-共生硅酸盐岩的锂、镁、钙同位素研究成果,认为应该开展多元同位素体系的联合示踪.由于不同同位素体系存在相似性和差异性,而多元同位索体系相结合能有效地加强优势互补,将是同位素地球化学研究发展的一种必然趋势.  相似文献   

成层软土地基预固结处理后桩基水平承载力估算方法     

黄朝煊  袁文喜  胡国杰 《岩土力学》2021,(1):113-124,134

目前通过对软土地基预加固处理来提高桩基水平承载力已被工程界认可,但如何在工程前期设计过程中估算软土地基预处理后桩基水平承载力提高值仍是技术难点。基于此,参考Bowles[1]的地基土水平抗力计算式,同时考虑成层软土地基预排水固结处理影响,通过数学推导,推求出根据原状软土室内土工试验抗剪强度指标及预加固处理时间,估算软土地基预处理后桩基水平承载力提高值的实用计算方法。考虑桩侧土弹塑性屈服影响,推导出成层软土中水平受荷桩弹塑性解析解及塑性区深度的计算式,给出了桩顶水平位移、桩身最大弯矩的无量纲计算式及相关计算源代码。依托于浙江省某水闸桩基工程案例,根据提出的计算方法对桩基水平承载力、桩顶水平位移及桩身最大弯矩等性状进行预估计算,并与地基预处理前、后现场试桩检测值进行验证对比,认为桩基水平承载力、桩顶水平位移及桩身最大弯矩等预估计算成果与工程现场试桩的检测值较接近,对类似工程设计具有较好的参考价值。  相似文献   

幸福河评价体系及其应用          下载免费PDF全文

左其亭  郝明辉  姜龙  张志卓 《水科学进展》2021,32(1):45-58

幸福河是中国新时代江河治理的新目标,对保障河流健康及经济社会可持续发展意义重大。为定量评价幸福河状况,本文通过对幸福河概念内涵的进一步梳理,提出幸福河评价体系;以安全运行、持续供给、生态健康、和谐发展"四大判断准则"为框架,按"目标-准则-指标"三层级,构建幸福河评价指标体系,包括基本指标16个、备选指标34个;参考相关规范、标准文件和研究成果,将幸福河评价指标划分为5个等级,分别给出各指标5个等级的分级标准值;引入"幸福河指数"来定量评价河流幸福河状态,采用"单指标量化-多指标综合-多准则集成"方法,定量计算幸福河指数。最后,以黄河为例,分别对2017年黄河上中下游分段、支流渭河以及流经的9个省区开展幸福河评价的实例应用。经验证,所提出的幸福河评价体系能较好地反映黄河客观实际,具有较强的可靠性和适用性。  相似文献   

绿色交通目标下集装箱“公转铁”的CO2减排潜力评估     

陶学宗  吴琴  尹传忠 《气候变化研究进展》2019,15(6):660-669

为提高集装箱“公转铁”减排潜力评估结果的准确性,在分析“公转铁”减排原理的基础上,综合考虑空箱调运和重箱运输“门到门”运输链的干线运输、端点装卸、电力设备作业、集卡短驳、公铁中转等排放,引入反映活动类型、设备结构、能源生命周期排放的参数,对作业活动-方式结构-能耗强度-排放因子（ASIF）方法进行改进,建立“公转铁”减排潜力评估框架。以义乌—宁波港域出口集装箱运输为例,通过实地调研和公开文献获取数据,进行实证研究。结果表明,如果忽略必要因素将会导致每TEU运输需求“公转铁”的CO₂减排率被高估0.50~36.73个百分点;最佳“公转铁”情景可减排3.42万t CO₂,相应减排率为13.58%。研究结果可为政府相关部门客观评估“公转铁”的减排潜力、制定有效的“公转铁”政策措施提供理论支持。  相似文献   

我国无缝隙精细化网格天气预报技术进展与挑战   总被引：5，自引：2，他引：3  

金荣花  代刊  赵瑞霞  曹勇  薛峰  刘凑华  赵声蓉  李勇  韦青 《气象》2019,45(4):445-457

本文总结了2014年以来我国无缝隙精细化网格天气预报业务的技术进展,讨论了未来发展所面临的关键技术难点。无缝隙精细化网格预报技术的发展,得益于综合气象观测数据和多源资料融合分析网格实况产品的支撑,更依赖于多尺度数值预报模式和实时快速更新同化预报系统的快速发展。经过近5年的探索和努力,我国已经初步建立了针对不同预报时效的无缝隙精细化网格预报技术体系。对于0～4 h预报时效,主要基于全国雷达拼图和GRAPES-Meso模式预报,发展临近分钟级滚动外推预报技术;对于4 h到30 d预报时效,主要通过对区域或全球不同时空分辨率模式预报进行偏差订正、客观解释应用以及降尺度分析,提高预报的准确度和精细度。与此同时,研发了自动化、智能化的交互式预报制作平台,以满足客观高效制作与预报员对极端或高影响天气主观预报优势相结合的需求。发展了以格点实况分析场为参照的空间分析检验方法,初步实现了对高分辨率网格预报的质量跟踪和性能评估。未来的网格预报技术体系,需要吸纳前沿的技术研究成果,包括人工智能应用技术、高级多模式统计后处理技术和协调一致性关键技术等,并且建立统一完整的技术架构和开发标准等。  相似文献   

Limit states and failure mechanisms of viscous dampers and the implications for large earthquakes     

H. Kit Miyamoto  Amir S. J. Gilani  Akira Wada  Christopher Ariyaratana 《地震工程与结构动力学》2010,39(11):1279-1297

Fluid viscous dampers are used to control story drifts and member forces in structures during earthquake events. These elements provide satisfactory performance at the design‐level or maximum considered earthquake. However, buildings using fluid viscous dampers have not been subjected to very large earthquakes with intensities greater than the design and maximum considered events. Furthermore, an extensive database of viscous damper performance during large seismic events does not exist. To address these issues, a comprehensive analytical and experimental investigation was conducted to determine the performance of damped structures subjected to large earthquakes. A critical component of this research was the development and verification of a detailed viscous damper mathematical model that incorporates limit states. The development of this model and the laboratory and simulation results conclude good correlation with the new model and the damper limit states and provide superior results compared with the typical damper model when considering near collapse evaluation of structures. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

Lateral dynamic response of a pipe pile in saturated soil layer          下载免费PDF全文

Changjie Zheng  Hanlong Liu  Xuanming Ding 《国际地质力学数值与分析法杂志》2016,40(2):159-184

This paper presents an analytical solution for the lateral dynamic response of a pipe pile in a saturated soil layer. The wave propagations in the saturated soil and the pipe pile are simulated by Biot's three‐dimensional poroelastic theory and one‐dimensional elastic theory, respectively. The governing equations of soil are solved directly without introducing potential functions. The displacement response and dynamic impedances of the pipe pile are obtained based on the continuous conditions between the pipe pile and both the outer and inner soil. A comparison with an existing solution is performed to verify the proposed solution. Selected numerical results for the lateral dynamic responses and impedances of the pipe pile are presented to reveal the lateral vibration characteristics of the pile‐soil system. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

Ring foundation on elastic subgrade: an analytical solution for computer modelling using the Lagrangian multiplier method          下载免费PDF全文

Shahin Nayyeri  Masood Hajali  Caesar Abi Shdid 《国际地质力学数值与分析法杂志》2016,40(14):2017-2030

In the practice of geotechnical engineering, the case of a ring footing carrying a set of concentrated point loads is a common problem. At times, the induced vertical and angular displacements for the ring footing need to be evaluated at a relatively precise level. By making use of the governing set of equations derived for the case of a general curved beam, expressions that can be easily implemented in modern computing software are derived for the vertical and angular displacements of a ring footing of rectangular cross section as functions of the radial position. The loading case considered is a vertical point load, and the soil is modelled as elastic. Estimates of the displacements have been shown for a common range of practical applications. The behaviour for a set of concentrated loads may be evaluated using the derived equations through direct superposition. Nonlinear finite element analysis is used to evaluate the vertical deflection and angular twist of the ring foundation. Numerical analysis performed for three ring foundations with different radii and cross sections is reported to validate the accuracy of the derived analytical solution. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献