Real-time laser scanning for conditioned coarse-grained soil monitoring on conveyor belt in earth pressure balance shield

被引:3
作者
Wang, Shuying [1 ,2 ,3 ]
Zhou, Zihao [1 ]
Zheng, Xiangcou [1 ]
Zhong, Jiazheng [1 ]
Zheng, Tengyue [1 ]
Qi, Changhao [1 ]
机构
[1] Cent South Univ, Sch Civil Engn, Changsha 410075, Peoples R China
[2] Cent South Univ, Hunan Prov Key Lab Disaster Prevent & Mitigat Rail, Changsha 410075, Peoples R China
[3] Cent South Univ, Tunnel & Underground Engn Res Ctr, Changsha 410075, Peoples R China
基金
中国国家自然科学基金; 中国博士后科学基金;
关键词
Earth pressure balance shield; Soil conditioning; Secant angle; Unevenness; Automatic identification; FOAM; SAND;
D O I
10.1016/j.tust.2023.105505
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
To address the hysteresis in assessing the workability of conditioned soils and the inefficiency in estimating the soil volume flow rate in tunnelling practice, a novel real-time assessment and monitoring approach was proposed. Based on laser scanning technology and point cloud data analysis, the approach can monitor the workability and the volume flow rate of conditioned soils on the horizontal conveyor belt of an earth pressure balance (EPB) shield in real-time. Firstly, the accuracy of laser scanning measurements was verified by comparing manually measured slump and spread values with laser scanning results. Then, a series of model tests for scanning the coarse-grained soils with different conditioning parameters and belt speeds on the horizontal conveyor belt were performed. The appropriate ranges of secant angle and unevenness of soil cross-sectional profile were obtained for assessing the workability of conditioned soils. The volume flow rate was calculated by integrating the cross-sectional areas of conditioned soils. Finally, the proposed approach was successfully applied in identifying the workability of conditioned soil and its discharge rate in the EPB shield tunnelling project. This study contributes to the real-time monitoring of conditioned soils on the horizontal conveyor belt and provides practical insights for the optimal management of EPB shield tunnelling.
引用
收藏
页数:17
相关论文
共 31 条
  • [1] [Anonymous], 2017, D248711 ASTM, DOI DOI 10.1520/D2487-17
  • [2] [Anonymous], 2012, ASTM C143, DOI [10.1520/C0143C0143M-12, DOI 10.1520/C0143C0143M-12]
  • [3] Boone S.J., 2005, P C INT CHAMB, P313
  • [4] Application ranges of EPB shields in coarse ground based on laboratory research
    Budach, Christoph
    Thewes, Markus
    [J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2015, 50 : 296 - 304
  • [5] European Federation for Specialist Construction Chemicals and Concrete Systems), 2005, Recommendation of European federation of producers and contractors of specialist products for structures
  • [6] Galli M., 2016, RHEOLOGICAL CHARACTE
  • [7] Rheological Characterisation of Foam-Conditioned Sands in EPB Tunneling
    Galli, Mario
    Thewes, Markus
    [J]. INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, 2019, 17 (01) : 145 - 160
  • [8] Hajialilue-Bonab M., 2008, GEOTECHNICAL ASPECTS, P301
  • [9] Evaluating rheology of conditioned soil using commercially available surfactants (foam) for simulation of material flow through EPB machine
    Hu, Wei
    Rostami, Jamal
    [J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY, 2021, 112
  • [10] Analysis of ground settlement induced by Earth pressure balance shield tunneling in sandy soils with different water contents
    Hu, Xiongyu
    He, Chuan
    Peng, Zuzhao
    Yang, Wenbo
    [J]. SUSTAINABLE CITIES AND SOCIETY, 2019, 45 : 296 - 306