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Development of regular check-up system of slope stability using RTK-GPS

Development of regular check-up system of slope stability using RTK-GPS
RTK-GPS边坡稳定性定期检测系统的开发
批准号:
11680468
负责人:
FUKUOKA Hiroshi
金额:
$0.83万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (C)
财政年份:
1999
资助国家:
日本
项目状态:
已结题
起止时间:
1999 至 2000

项目摘要

项目成果

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中文摘要
翻译
GPS已经实现了地面上哪怕是一颗钉子的高精度测量。实时动态(RTK)-GPS可以在更短的时间内测量更多的点,而不是传统的静态GPS。RTK-GPS通过监测滑坡前兆运动,实现了“滑坡稳定性定期检查系统”。为利用RTK-GPS开发该系统进行了基础性研究,取得了以下成果。通过定点24小时连续监测,检验RTK-GPS定位的稳定性。水平定位标准差为3 mm。没有观察到漂移和跳跃。进行了通电/关机试验,但得到的第一个位置分散不超过1厘米。这些结果表明RTK-GPS定位具有很高的稳定性。静态GPS定位精度小于5 mm需要2个多小时,而RTK-GPS 1秒监测在5分钟内定位300个历元,南北和东西方向的标准偏差仅为3 mm左右,上下分量的标准偏差约为6 mm。这一结果表明RTK-GPS具有足够的检测5 mm运动的能力。在研究期间,对高知县五塔滑坡进行了短期RTK-GPS测量。结果表明:(1)在5分钟内300个历元,即使在斜坡上,标准差也只有3 mm。(2)五塔滑坡测点在不同滑块中的运动向量表现出不同的运动方向。这说明RTK-GPS可以用于滑坡块体识别。利用电子测斜仪和伺服电机研制了GPS天线三脚架自动稳定器。它可以辅助RTK-GPS短时测量,因为它可以帮助将天线设置在地面上测量钉子的正上方,并在测量期间将天线保持在1 mm以内,即使在软弱地基上也是如此。该系统通过关西TLO向日本专利局申请专利。
英文摘要
GPS have realized high precision survey of even a single nail on the ground. Real-Time Kinematic (RTK)-GPS can survey more points in shorter period than conventional static GPS. RTK-GPS could realize "regular check-up system of slope stability" system by detecting landslide precursor movement. Fundamental research was conducted for developing the system using RTK-GPS and obtained following results.1. Stability of RTK-GPS positioning was examined by 24-hrs continuous monitoring at a fixed point. Standard deviation of horizontal positioning was 3 mm. No drifting nor jump was observed. Power on/off test was conducted, however obtained first position dispersed not wider than 1 cm. These results imply high stability of RTK-GPS positioning. Static GPS needs more than 2 hours for positioning a point with precision of smaller than 5 mm, however, 300 epochs in 5 minutes by RTK-GPS 1-second-monitoring show standard deviation of only about 3 mm in North-South and East-West and about 6 mm in Up-Down component. This result means RTK-GPS has enough capability of detecting 5 mm of movement.2. Short-time RTK-GPS survey was repeated in Nuta landslide, Kochi Prefecture over the research period. Results show ; (1) 300 epochs in 5 minutes show only 3 mm of standard deviation even on slopes. (2) Movement vectors of the survey points in Nuta landslide in different landslide blocks show different movement direction. This implies that RTK-GPS can be used for landslide block discrimination.3. Automatic GPS antenna tripod stabilizer was developed using a electronic inclinometer and servo-motor. It can assist RTK-GPS short time survey because it can help setting the antenna exactly above the survey nail on the ground in a minute and keep it within 1 mm during the survey time even on soft ground. This system was applied for patent through Kansai TLO to the Japanese Patent Office.
期刊论文(15)
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会议论文
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通讯作者:
福岡浩, 古谷元, 末峯章, 小山内信智: "RTK-GPSの短時間測位による地すべり移動観測の試み"第38回(社)日本地すべり学会研究発表会講演集. 175-178 (1999)
Hiroshi Fukuoka、Hajime Furuya、Akira Suemine、Nobutomo Koyamauchi:“尝试使用 RTK-GPS 短时定位观察滑坡运动”第 38 届日本滑坡学会研究会议记录 175-178 (1999)。
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通讯作者:
福岡 浩: "GPS等を用いた地すべり地の移動観測(その3)"地すべり技術. Vol.28, No.1. 14-21 (2001)
Hiroshi Fukuoka:“利用 GPS 等观测滑坡现场的运动(第 3 部分)”《滑坡技术》第 28 卷,第 14-21 期(2001 年)。
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福岡 浩: "「防災ハンドブック」4.2.(4)現地計測による発生予知"朝倉書店. 218-222 (2001)
福冈浩:《防灾手册 4.2.(4) 通过现场测量进行预测》朝仓书店 218-222 (2001)。
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共 14 条
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