建筑工程施工平面控制测量精度的确定和实现

本文论述了建筑工程施工控制测量的特点,并根据工程施工要求,运用平差理论,分析并确定测量中误差,最后探讨了经纬仪标称精度和测量技术标准。本文的论述可以使建筑工程测量更趋于合理,易于实现。     

REPRESENTATIVE COLLECTION OF CADASTRAL SURVEY AND LAND RECORDS

Abstract

The exhibition of cadastral maps and of land-registry and land-revenue records arranged at the Science Museum in July 1931 in connexion with the second Conference of Empire Surveyors was, we believe, the first of its kind to be held anywhere. The idea took shape slowly and required more preliminary discussion and preparation than had been anticipated. This caused the issue of notices explaining the exact nature of the exhibition to be delayed, and therefore handicapped participation, particularly by countries at a distance from England. The response made under these difficult conditions was remarkable. A most excellent and instructive series of exhibits was received from the responsible public services in the United Kingdom, all the Dominions, five Indian provinces, eleven Colonies and Protectorates, three Mandated Territories and six Foreign Countries. The resulting exhibition was so much appreciated that the desire was expressed by the Conference that the exhibits should be retained in some convenient centre in London as the nucleus of a permanent collection for reference and comparative study.     

长沙滨江文化园音乐厅工程施工测量技术

采用了测量机器人和GPS并结合AutoCAD辅助计算,介绍了长沙市滨江文化园音乐厅工程施工测量,实现了节约成本、控制工期的目的,达到了较高的精度。     

CADASTRAL SURVEY AND LAND RECORDS

Abstract

We regret that, owing to illness and the pressure of other demands on them in the same field, it has been necessary to interrupt the publication of the papers on cadastral subjects which Sir Ernest Dowson and Mr. Sheppard are contributing to the Review. We hope, however, to resume this valuable and interesting series in the January 1947 issue.— ED., E.S.R.     

THE KEEPING OF SURVEY RECORDS

Abstract

Although the title of this paper may appear to some to refer to a rather humdrum subject which hardly deserves much serious thought or consideration, it is the writer's experience that the vital necessity for keeping clear records of survey work in a permanent form in which they can easily be referred to at any future time is not always sufficiently appreciated by those whose duties do not involve constant or frequent reference to the records of old work. Accordingly, the following notes and suggestions, which are based on practical experience, may be of service in drawing attention to a matter which is really of great practical importance.     

论工测网的层与级

本文首先提出了工测网中层与级的概念，并对其中的一些关系进行了讨论，层的定位数据处理是生产实际中存在的一个问题，为此本文给出了一个可行方案。     

测绘工程实验教学示范中心建设初探

介绍了武汉大学测绘学院测绘实验教学示范中心建设情况,分析了实验示范中心所进行的实践与改革,对提高测绘工程专业水平有一定的参考意义。     

NORTH BORNEO LAND AND SURVEY RECORDS DURING THE JAPANESE OCCUPATION

Abstract

The loss of land records registered on the Torrens system has often occurred before, but it is doubtful whether a loss has ever occurred in any colony greater than the loss of the records in Labuan and North Borneo.     

NORTH BORNEO LAND AND SURVEY RECORDS DURING THE JAPANESE OCCUPATION

Abstract

The Japanese began their administration by dividing the territory into two civil governorates. The Interior, the West Coast and Kudat formed one governorate, and the East Coast including Sandakan, Lahad Datu and Tawau the other.     

基于地质遥感技术的道路工程地质勘察的方法和实践

采用了Landsat ETM 卫星遥感技术，并基于地学遥感分析技术，研究了墨脱地区的地质灾害现象及其区域分布规律，对不良地质体进行了空间定位和预报，提出了最佳的墨脱公路方案，并从工程地质勘寨的角度提出了墨脱公路建设应注意的问题。     

基于全站仪的圆形建筑物倾斜观测的方法和精度

随着建筑物的不断增高、增大,其稳定性和可靠性成为人们关注的焦点.其中建筑物的倾斜度是衡量施工技术质量的重要指标之一.而传统的观测方法如经纬仪测小角法、经纬仪投点法,由于受仪器精度和观测条件的限制,观测精度较低.拓普康全站仪独具推出的圆柱偏心测量功能为快速、准确测定圆形建筑物的倾斜量开辟了一条新途径,本文阐述了基于全站仪的圆形建筑物倾斜观测的原理和方法,并对其精度进行分析.     

对提高测绘工程专业教学质量教材建设的研究

从教材建设和改革出发,分析了教材建设在测绘工程专业创新人才培养中所起的作用,总结了学院在教材建设中采取的措施和做法,探讨了教材建设中的一些途径.     

肯尼亚内罗毕—蒙巴莎干线VB段沥青砼道路施工测量概述

本文就从事国外高等级沥青砼道路施工测量进行了全面地介绍，并针对工作中所遇的实际问题，找出了一套切实可行的办法，这对从事国际道路工程测量的工作者起到了借鉴的作用。     

清末崇丽阁的施工测量及其监测措施

本文通过历史考证与实施调查，说明清末成都崇丽阁的施工测量及遗留至今的变形监测措施。     

DIGITAL GROUND MODELS: AN ACCOUNT OF RECENT RESEARCH

The article discusses a general classification system applicable to digital ground models (D.G.M.) as used in highway design. Examples of the various categories are given, together with details of some advantages and disadvantages. The place of the D.G.M. in the highway design system is described in conjunction with traditional methods. The relationship between accuracy, density and economy of D.G.M. systems is examined. Finally an experiment is described which investigates the accuracy of various D.G.M. systems; it is being conducted by the Transport and Road Research Laboratory.