水工地下大洞径断面开挖轮廓线监理检测

隧洞断面开挖放样是直接为施工服务的,而检测工作是监理人员必须的工作。监理人员结合测量仪器和计算工具,依据具体的施工图纸进行隧洞断面开挖检测验收,检查开挖断面尺寸,核定超挖部分回填混凝土量。本文就海原县石峡口水库水工建筑物地下大洞径隧洞断面开挖后的检测计算方法作了论述,找出了解决该问题的办法,希望为类似工程监理及施工工作起到抛砖引玉的作用。     

Geo-scape,a granularity depended spatialization tool for visualizing multidimensional data sets

Recently,the expertise accumulated in the field of geovisualization has found application in the visualization of abstract multidimensional data,on the basis of methods called spatialization methods.Spatialization methods aim at visualizing multidimensional data into low-dimensional representational spaces by making use of spatial metaphors and applying dimension reduction techniques.Spatial metaphors are able to provide a metaphoric framework for the visualization of information at different levels of gran...     

浅谈省级1∶10000基础地理信息数据更新工作方案

1∶10 000地形图更新工作是省级基础测绘的重要组成部分,本文主要论述了1∶10 000地形图更新工作方案的制订过程,在充分分析了现有地理信息数据情况的前提下,合理制订更新目标、方法及技术方案,为"十三五"期间基础测绘工作的开展提供了重要的参考依据。     

基于Android的控制点手持维护系统的设计与实现

针对传统的控制点管理方法无法解决信息量匮乏、信息现势性不足、不便于野外操作等问题,提出了一种新的基于Android的控制点手持管理方法。采用控制点信息建模技术和移动数据库接口技术,实现了对控制点信息的实时更新;采用网络地图服务集成技术,实现了对控制点信息的深度挖掘以及便于野外操作。通过基于Android的控制点手持维护系统的开发表明:结合Android终端与网络地图服务,可以避免传统方法的不足,更加有效的进行控制点的管理与维护。     

Fx-5800P可编程计算器在连通隧洞施工测量中的应用

介绍卡西欧fx-5800P可编程计算器的特点,叙述利用卡西欧fx-5800P可编程计算器编制某连通隧洞施工测量放样程序的思路和具体步骤;指出初次使用fx-5800P可编程计算器应注意的事项.     

A theory of pressure sensor performance in snow

A theory of pressure sensor response in snow is derived and used to examine the sources of measurement errors in snow water equivalent (SWE) pressure sensors. Measurement errors in SWE are caused by differences in the compressibility of the pressure sensor and the adjacent snow layer, which produces a shear stress along the perimeter of the sensor. When the temperature at the base of the snow cover equals 0 °C, differences in the snowmelt rate between the snow–SWE sensor interface and the adjacent snow–soil interface may also produce a shear stress along the sensor's perimeter. This shear stress perturbs the pressure field over the sensor, producing SWE measurement errors. Snow creep acts to reduce shear stresses along the SWE sensor's perimeter at a rate that is inversely proportional to the snow viscosity. For sustained periods of differential snowmelt, a difference in the mass of snow over the sensor compared with the surrounding soil will develop, producing additional permanent errors in SWE measurements. The theory indicates that SWE pressure sensor performance can be improved by designing a sensor with a high Young's modulus (low compressibility), low aspect ratio, large diameter and thermal properties that match those of the surrounding soil. Simulations of SWE pressure sensor errors using the theory are in close agreement with observed errors and may provide a means to correct historical SWE measurements for use in hydrological hindcast or climate studies. Published in 2003 by John Wiley & Sons, Ltd.     

A simplified analysis of interface failure under compressive normal stress and monotonic or cyclic shear loading

Interface damage and delamination is usually accompanied by frictional slip at contacting interfaces under compressive normal stress. The present work is concerned with an analysis of progressive interface failure using the cohesive crack model with the critical stress softening and frictional traction present at the contact. Both monotonic and cyclic loadings are considered for anti‐plane shear of an elastic plate bonded to a rigid substrate by means of cohesive interface. An analytical solution can be obtained by neglecting the effect of minor shear stress component. The analysis of progressive delamination process revealed three solution types, namely: short, medium and long plate solutions. The long plate solution was obtained under an assumption of quasistatic progressive growth of the delamination zone. In view of snap back response, the quasistatic deformation process cannot be executed by either traction or displacement control. The states of frictional slip accompanied by shake down or incremental failure are distinguished in the case of cyclic loading, related to load amplitude and structural dimensions. The analysis provides a reference solution for numerical treatment of more complex cases. Copyright © 2005 John Wiley & Sons, Ltd.     

大洋海底数据可视化和成图设计与分析

随着全球大洋调查的不断开展以及各种海底探测技术的进步,海洋调查数据积累日益增多。以往主要通过使用不同的专业软件来进行各类大洋数据的可视化和成图分析。在海洋调查方面目前迫切需要一种可视化软件,能够快速显示海底大洋的观测和探测数据,并能够快速简单地综合分析和成图。为了解决快速可视化和多种类型数据同界面显示问题,本文利用Matlab中的图形用户界面工具,开发和设计了简单易操作的OceanVis1.0数据可视化和图形用户界面。通过使用OceanVis1.0,用户可以方便地对全球海底大洋多波束水深、海洋重力异常、海洋磁异常、地震波形数据等进行可视化和成图分析,能够解决大洋关键区域的多种数据可视化综合分析问题。对不同类型的数据可以进行二维测线和三维空间数据变化的显示,也可以实现数据成图的放大、缩小和旋转功能。对于多波束、重磁数据空间变化数据,可以进行二维测线的任意切割和成图输出,不用保留中间成图即可满足用户的实时数据显示和快速查看功能。OceanVis1.0也能为具体航次的海底调查提供各类海底探测数据的快速显示,以及包括航次中获取的数据显示和初步分析功能,能够为研究区航次测线的规划提供数据可视化和图形支撑平台。     

砂与粘土接触界面的力学特性试验

利用DSJ-2型电动四联等应变直剪仪分别进行了不同粒径砂和粘土(方案1)、不同含水量砂和粘土(方案2)的直剪试验,揭示了其接触面的力学特性。试验结果表明:法向应力(σ_n)、砂粒径大小、砂含水量对接触面的力学特性有着重要的影响。方案1和方案2接触面的抗剪强度和达到剪切应力峰值时的剪切位移随着法向应力的增大而增大,当σ_n为100 kPa时,粘土和不同粒径砂的接触面剪切应力和水平剪切位移(τ-δ)关系曲线呈现应变软化现象;方案1接触面抗剪强度随砂粒径的减小而降低,方案2在σ_n为100 kPa时,接触面抗剪强度随砂含水量增加而降低,σ_n>100 kPa时,接触面抗剪强度随砂含水量增加先降低后变大;方案2在低法向应力下,接触面抗剪强度对应的含水量敏感区间为[10%,15%],且较明显。     

地震层析成象技术在测井和地面反射资料集中的应用研究

本文以射线的折射和反射定律为基础,采用阻尼最小二乘法（在CT技术中,常称为SIRT算法）和单井单侧多偏移距的反射资料以及地面反射资料,研究反射波层析成象技术对二维弯曲界面的成层结构进行重构的情况。数字模拟试验表明,本文提出的逐层成象方法对透镜体和尖灭地层的成象颇为有效,反演结果对误差扰动是稳定的。 本文所述的成象方法及处理技术可推广到只用地面反射资料进行地层重构的情形。