Development of A New Monitoring Device for Sub-Surface Settlement in Deep Soil Layer

  • Sun Mo ,
  • Yu Yongtang ,
  • Ma Bo ,
  • Han Wenbin ,
  • Cao Jingyuan
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  • 1. Power China Northwest Engineering Corporation Limited, Xi'an 710065, P. R. China;
    2. China United Northwest Institute for Engineering Design & Research Co., Ltd., Xi'an 710077, P. R. China;
    3. College of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an 710055, P. R. China

Received date: 2024-01-27

  Online published: 2024-09-30

Abstract

A new device for monitoring sub-surface settlement in deep soil layers has been developed to address the shortcomings of limited measurement points, small measurement ranges, large errors, and low automation. The new device consists of anchoring unit, measuring unit and data acquisition unit. It is installed in sections into the monitoring soil layer through drilling. A new type of anchoring head driven by hydraulic pressure and spring is set at the upper and lower interfaces of the monitoring layer. A displacement meter and displacement transmission rod are connected in series between the upper and lower anchoring heads, and the lowest anchoring head is located in the stable stratum. Through layered measurement and layer-by-layer accumulation, the compression of each monitoring layer and the settlement of subsoil can be obtained, so as to realize multi-point, large-scale, high-precision and automatic monitoring of the same vertical direction in the stratum, which provides a new method for sub-surface settlement monitoring of deep soil layers. The performance testing and practical application results show that the new device has good coordination with the surrounding soil deformation, with high measuring precision, good data stability and continuity. It is suitable for layered settlement monitoring of fine-grained soil layers above groundwater level.

Cite this article

Sun Mo , Yu Yongtang , Ma Bo , Han Wenbin , Cao Jingyuan . Development of A New Monitoring Device for Sub-Surface Settlement in Deep Soil Layer[J]. Chinese Journal of Underground Space and Engineering, 2024 , 20(S1) : 350 -357 . DOI: 10.20174/j.JUSE.2024.S1.42

References

[1] Hu X, Xue L, Yu Y T, et al. Remote sensing characterization of mountain excavation and city construction in loessplateau[J]. Geophysical Research Letter, 2021, 48(21): e2021GL095230.
[2] 于永堂, 郑建国. 黄土高填方场地工后沉降预测新模型[J]. 西南交通大学学报, 2022, 57(6): 1268-1276,1292.
[3] 董琪, 李阳, 段旭, 等. 黄土梁峁区高填方地基变形规律研究[J]. 工程地质学报, 2016, 24(2): 309-314.
[4] 叶帅华, 张玉巧, 房光文. 黄土高填方边坡的稳定性影响因素及其变形规律[J]. 兰州理工大学学报, 2021, 47(3): 120-126.
[5] 华遵孟, 张恩祥, 张森安, 等. 对兰州南北两山及外围地区黄土梁峁沟谷填挖整平土地开发的工程建议—再谈黄土梁峁沟谷区土地开发工程[A] // 2010年全国工程勘察学术大会论文集[C]. 贵阳, 2010: 56-60.
[6] 叶国良.地基基础沉降观测方法综述[J].中国港湾建设, 2003(3): 18-21.
[7] 刘尧军, 赵玉成, 冯怀平. 路基沉降监测方法应用研究[J]. 公路交通科技, 2004, 21(1): 33-34, 50.
[8] 田冬成, 王万顺, 孙建会, 等. 土石坝内部垂直位移监测技术方法浅析[A] //土工测试技术实践与发展——第24届全国土工测试学术研讨会论文集[C]. 北京, 2005: 398-403.
[9] 天津市市场监督管理委员会. 地面沉降监测分层标设计规范(DB12/T 1119—2021)[S]. 天津: 天津市地方标准, 2021.
[10] Lv A Q, Liang J X, Zou S A, et al. The device and experimental study of the monitoring of the layered soil settlement[J]. Journal of Physics: Conference Series, 2021, 1930(1):012017.
[11] Maheshwari M, Yang Y W, Upadrashta D, et al. Fiber Bragg Grating (FBG) based magnetic extensometer for ground settlement monitoring[J]. Sensors & Actuators A Physical, 2019, 296: 132-144.
[12] 陈菲, 邓建辉, 魏进兵, 等. 杆式多点位移计监测资料可靠性分析[J]. 地下空间与工程学报, 2020, 16(3): 897-902.
[13] 于永堂, 张继文, 郑建国, 等. 高填方地基内部沉降监测装置的研制[J]. 应用基础与工程科学学报, 2018, 26(3): 550-561.
[14] 于永堂, 刘争宏, 张龙, 等. 拉线式深层沉降监测装置的研制[J]. 地下空间与工程学报, 2022, 18(2): 611-619.
[15] 王德盛, 李文杰. 电感调频式数字传感器的研究与应用[J]. 大坝与安全, 2004(1): 49-51.
[16] 李文杰. 电感调频式传感器在工程中的应用[J]. 传感器技术, 1998(1): 45-47.
[17] 张甫仁, 王乐祥, 李雪洋, 等. 重庆市浅层地温能开发利用地温场变化规律研究[J]. 重庆交通大学学报 (自然科学版), 2018, 37(2): 76-81.
[18] 张庆, 李云峰, 龚绪龙, 等. 基于浅层地温及原位热物性参数地温场预测[J]. 地质通报, 2021, 40(10): 1713-1719.
[19] 金旭, 陈晓冬, 管彦武. 气候变化对浅层地温测量影响的改正[J]. 地球学报, 2004, 25(5): 579-582.
[20] 国家机械工业局. 电感位移传感器(JB/T 9256—1999)[S]. 北京: 机械工业出版社, 2000.
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