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81.
The high cost of offshore infrastructure provides continuous encouragement for optimisation of design practices. Development of a more rational method to interpret results from simple shear tests with cell pressure confinement can reduce costs and improve reliability of offshore infrastructure. This paper addresses a commonly overlooked issue affecting design parameter selection: specimen shape varies from right cylinder to oblique cylinder after loading along a single shearing direction. Thus, horizontal stresses are not always equal to the cell pressure and their magnitude varies throughout the specimen’s lateral surface. An analysis is proposed that accounts for changing specimen geometry and lateral surface area during shearing and for the actual effect of cell pressure during testing. The analysis also describes how the intermediate principal stress can be assessed. Test results for medium dense silica sand are interpreted following de Josselin de Jong’s alternative shearing mechanism hypothesis. Conventional interpretation methods yield conservative design parameters for this soil. Failure states develop when the intermediate principal effective stress is halfway between major and minor principal effective stresses. Typical results for the soil tested show equipment performance meets standard direct simple shear requirements for shear strain rate, vertical stress and specimen height control.  相似文献   
82.
市政管线建设中,相应的地形图对其规划、设计等起着至关重要的作用。传统方式在市政管线地形图测量中有一定的局限性,特别是大城市的重要交通要道、快速路等。而车载移动测量系统则有其得天独厚的优势,快速、高效、安全。在测图过程中,车载移动测量系统精度受各方面的影响,如车速、地面遮挡、控制点布设等。本文对车速、控制点布设线路等方面进行了试验验证,结果表明,通过一定的质量控制措施,车载移动测量系统能够很好地应用于市政管线地形图测量中。  相似文献   
83.
虽然3G网络的安全机制扩展到核心网络,但是并没有实现端到端安全.基于自生成证书公钥密码体制,设计一种端到端密钥协商协议,只需要一个消息交换就可以建立安全的三方会话密钥.安全性分析结果表明:基于移动网络的端到端密钥协商协议能够解决密钥管理及第三方无举证窃听,与其他密钥协商协议相比,具有较好的安全性,为端到端加密在移动通信系统中的大规模应用提供基础.  相似文献   
84.
The way in which rocks and engineering materials heat‐up and dry‐out in the intertidal zone is of relevance to both weathering and ecology. These behaviours can be measured in the laboratory under controlled conditions designed to replicate those occurring in the field. Previous studies have demonstrated differences in thermal behaviours between rock types and through time as a result of soiling in terrestrial environments, but the influence of weathering and colonization on rock behaviours in the intertidal zone has not been previously assessed. We measured the warming and drying of blocks of rock (limestone and granite) and marine concrete during ‘low‐tide’ events simulated in the laboratory, before and after a period of exposure (eight months) on rock platforms in Cornwall, UK. As well as differences between the material types, temperatures of control (unexposed) and field‐exposed blocks differed in the order of 1 to 2 °C. Drying behaviours were also different after field exposure. Differences during the first few hours of exposure to air and heat were attributed to discolouration and albedo effects. Over longer periods of time, changes in the availability of near‐surface pore water as a result of micro‐scale bioerosion of limestone and the development of bio‐chemical crusts on marine concrete [observed using scanning electron microscopy (SEM)] are suggested as mechanisms enhancing and reducing, respectively, the efficiency of evaporative cooling. The retention of moisture by epilithic biofilms may also influence thermal and drying behaviours of granite. These observations represent one of the first examples of cross‐scalar biogeomorphic linkages in the intertidal zone. The significance of the results for the subsequent efficiency of weathering, and near‐surface micro‐climatic conditions experienced by colonizing organisms is discussed. The involvement of microorganisms in the creation of more (or less) ecologically stressful conditions through the alteration of substratum geomorphic properties and behaviours is suggested as an example of ‘biogeomorphic ecosystem engineering’. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   
85.
2002年甘肃玉门5.9级、2003年民乐6.1、5.8级及岷县5.2级地震前震区周围十几至二、三百公里范围内观测到一定数量、明显的跨断层短水准形变异常,其异常形态以加速、突跳或尖点突跳为主,具中期背景或短期前兆意义,反映震前断裂出现先逆断增强后松弛的变化过程,在转折松弛时段易发生地震.其异常空间分布、出现时间等与定点前兆异常具有较好的相互印证意义.  相似文献   
86.
结合3G智能手机小巧易携带、可随时随地上网,配备先进的软硬件系统,可根据需要开发、安装应用软件,功能越来越强大等优点,以中兴U880为例,介绍3G智能手机存地震监测预报工作中的实际应用。  相似文献   
87.
Dry saline soils are common in the arid and hyper‐arid basins located in the Chilean Altiplano, where evaporation from shallow groundwater is typically the major component of the water balance. Thus, a good understanding of evaporation processes is necessary for improving water resource planning and management in these regions. In this study, we conducted laboratory experiments with a natural saline soil column to estimate evaporation rates and assess the liquid and water vapor fluxes under different water table levels. Water content, electrical conductivity and temperature at different depths were utilized to assess the liquid and water vapor fluxes in the soil column. We observed movement of water that dissolves salts from the soil and transports them to areas in the column where they accumulate. Isothermal liquid flux was predominant, while thermal and isothermal liquid and thermal water vapor fluxes were negligible, except for deep water table levels where isothermal and thermal water vapor fluxes had similar magnitude but opposite directions. Differences observed in total fluxes for all water table levels were due to different upward and downward fluxes, which depend on changes in water content and temperature within the soil profile. Both the vapor flux magnitude and direction were found to be very sensitive to the choice of empirical parameters used in flux quantification, such as tortuosity and the enhancement factor for local temperature gradients in the air phase within the column. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   
88.
太湖疏浚底泥堆场黏土防渗层阻隔污染物的试验研究   总被引:1,自引:0,他引:1  
李涛  张志红  唐保荣 《岩土力学》2012,33(4):993-998
底泥疏浚是治理太湖污染的必要途径之一。限于目前国内的经济与技术条件以及疏浚底泥的数量巨大,太湖雪浪底泥堆场只能直接采用下部的天然黏性土层作为防渗层而不加任何处理。为了确保疏浚污染底泥在堆放期间不对周围环境和地下水造成污染,采用渗透与阻隔、静态吸附、动态土柱等试验测定和分析了黏土层对底泥中主要污染物(总氮、氨氮、硝氮、亚硝氮、总磷、化学耗氧量(COD))渗透和运移的阻隔能力,同时得到了可用于分析污染物在土层中运移和转化规律的一些重要参数。试验结果表明,雪浪堆场下部的黏土层对疏浚底泥中的主要污染物具有较强的吸附和阻隔能力。  相似文献   
89.
砾石覆盖对边界层风速梯度的影响   总被引:3,自引:3,他引:0  
通过莫高窟窟顶野外风洞实验对不同覆盖度砾石床面风速梯度的变化规律进行了研究。结果表明,床面砾石平均高度以下风速梯度随砾石覆盖度变化比较杂乱,而砾石平均高度以上风速梯度随覆盖度增加呈现出有规律的变化。从覆盖度5%到35%风速逐渐减小, 40%~80%趋于稳定,35%最小。据此,大气边界层可明显分为两层,约以砾石平均高度为界,下层定义为粗糙亚层,上层定义为惯性亚层。粗糙亚层风速梯度随砾石间距高度比D/H值的变化同样比较杂乱;惯性亚层风速梯度随砾石间距高度比D/H值的变化规律比较一致:风速在D/H值0.3~1.5段趋于稳定,2.0~4.0段风速逐渐增大,1.5处风速最小。另外,对砾石床面不同高度阻风效应的计算表明,砾石床面的阻风作用在砾石床面表面附近最强(0.75 H~1.1 H),粗糙亚层阻风作用随高度增大而增大,惯性亚层阻风作用随高度增大逐渐减小。该粒径砾石阻风效应最优间距高度比D/H值为1.5,最优间距为3 cm,最优覆盖度为35%,为砾石防沙工程的铺设提供了一定的参考作用。  相似文献   
90.
天然黄土动残余应变研究主要依赖室内动三轴试验,如何将有限室内试验数据合理地应用于场地动力沉降的定量评价,是岩土地震工程领域中研究涉足尚少的重要科学问题。应用概率统计与蒙特卡洛模拟等非确定性分析方法,借助综合考虑固结应力、结构强度、空间体积特性和地震动荷载等动残余应变关键影响参量的估算模型,提出有效弱化土体物性参量不确定性(离散性与随机性)的场地动力沉降概率性评价的思路与方法。应用结果显示,利用该方法得出的场地动力沉降的概率分布特征,能够反映天然黄土动残余应变的基本认知特点,对明晰地震作用下天然黄土场地精细动力沉降特性以及据此采用适当合理的地基处理方法,具有理论意义与实用价值。  相似文献   
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