[1]

Li SC, He P, Li LP, Zhang QQ, Shi SS, et al. 2018. Reliability analysis method of sub-classification of tunnel rock mass and its engineering application. Rock and Soil Mechanics 39(3):967−76

doi: 10.16285/j.rsm.2016.2785
[2]

He MC, Xie HP, Peng SP, Jiang YD. 2005. Study on rock mechanics in deep mining engineering. Chinese Journal of Rock Mechanics and Engineering 24(163):2803−13

doi: 10.3321/j.issn:1000-6915.2005.16.001
[3]

Zhou HW, Xie HP, Zuo JP. 2005. Developments in researches on mechanical behaviors of rocks under the condition of high ground pressure in the depths. Advances in Mechanics 35(1):91−99

doi: 10.3321/j.issn:1000-0992.2005.01.009
[4]

Chinese Academy of Engineering. Prediction, forecast, early warning and prevention and control technology of rockburst, water inrush and mud inrush disasters. Beijing: Higher Education Press. pp. 121-23.

[5]

Qian QH. 2014. Definition, mechanism, classification and quantitative forecast model for rockburst and pressure bump. Rock and Soil Mechanics 35(1):1−6

doi: 10.16285/j.rsm.2014.01.028
[6]

Li SC, Wang K, Li LP, Zhou ZQ, Shi SS, et al. 2017. Mechanical mechanism and development trend of water-inrush disasters in Karst tunnels. Chinese Journal of Theoretical and Applied Mechanics 49(1):22−30

doi: 10.6052/0459-1879-16-345
[7]

Song B, Cao Y. 2013. Stability criterion of surrounding rock in roadway under blasting vibration load based on wavelet energy. Rock and Soil Mechanics 34(S1):234−40

doi: 10.16285/j.rsm.2013.s1.038
[8]

Nanni A, Yang CC, Pan K, Wang J, Michael RR. 1991. Fiber-optic sensor for concrete strain-stress measurement. ACI Materials Journal 88(3):257−64

[9]

Ansari F, Yuan LB. 1998. Mechanics of bond and interface shear transfer in optical fiber sensors. Engineering Mechanics 124:385−94

doi: 10.1061/(asce)0733-9399(1998)124:4(385)
[10]

Zhou Z, Li YL, Ou JP. 2006. Interface strain transfer mechanism and error modification of embedded FBG strain sensor. Journal of Harbin institute of Technology 38(1):49−55

doi: 10.3321/j.issn:0367-6234.2006.01.015
[11]

Ling HY, Lau KT, Cheng L, Chow KW. 2005. Embedded fibre Bragg grating sensors for non-uniform strain sensing in composite structures. Measurement Science and Technology 16(12):2415

doi: 10.1088/0957-0233/16/12/003
[12]

Wang W, Lin YC, Huang YG. 2008. Research on Strain transferring of Surface FBG sensor. Laser and infrared 38(12):1218−20(in Chinese)

doi: 10.3969/j.issn.1001-5078.2008.12.010
[13]

Zhou ZD, Tan YG, Liu MY, Yang WY, Li ZY. 2013. Actualities and Development on Dynamic Monitoring and Diagnosis with Distributed Fiber Bragg Grating in Mechanical Systems. Journal of Mechanical Engineering 49(19):55−69(in Chinese)

doi: 10.3901/JME.2013.19.055
[14]

Guo W, Li XL, Song H. 2011. Analysis of Strain Transfer of Fiber Grating Sensors Adhered to the Structure Surface. Measure Technology 31(4):1−4(in Chinese)

doi: 10.3969/j.issn.1674-5795.2011.04.001
[15]

Tan YL, Zhang M, Xu Q, Guo WY, Yu FH, et al. 2019. Study on the mechanism, monitoring and early warning of rock burst induced by hard roof. Coal Science and Technology 47(1):166−72(in Chinese)

doi: 10.13199/j.cnki.cst.2019.01.023
[16]

Pan YS, Geng L, Li ZH. 2010. Research on evaluation indices for impact tendency and danger of coal seam. Journal of China Coal Society 35(12):1975−78(in Chinese)

doi: 10.13225/j.cnki.jccs.2010.12.006
[17]

Zhao TB, Tan YL, Zhang Z. 2010. Geomechanical mechanism of rock burst in deep level of Datai Mine. Journal of China Coal Society 35(12):2039−44(in Chinese)

doi: 10.13225/j.cnki.jccs.2010.12.016
[18]

Lv JG, Jiang YD, Zhao YX, Zhu J, Gao F. 2013. Hierarchical monitoring for coal bumps and its study and application of early warning methods. Journal of China Coal Society 38(7):1161−67(in Chinese)

doi: 10.13225/j.cnki.jccs.2013.07.023
[19]

Miao XX, Pu H, Bai HB. 2007. Principle of water resisting key strata and its application in water preserved mining. Journal of China Coal Society 32(6):561−64(in Chinese)

doi: 10.3321/j.issn:0253-9993.2007.06.001
[20]

He MC. 2016. Research on the double-block mechanics based on Newton force measurement. Chinese Journal of Rock Mechanics and Engineering 35(11):2161−73(in Chinese)

doi: 10.13722/j.cnki.jrme.2016.1012
[21]

He MC, Li C, Gong WL, Wang J, Tao ZG. 2016. Support principles of NPR bolts/cables and control techniques of large deformation. Chinese Journal of Rock Mechanics and Engineering 35(8):1513−29(in Chinese)

doi: 10.13722/j.cnki.jrme.2015.1246
[22]

He MC, Ren SL, Tao ZG. 2021. Remote monitoring and forecasting system of Newton force for landslide geological hazards and its engineering application. Chinese Journal of Rock Mechanics and Engineering 40(11):2161−72(in Chinese)

doi: 10.13722/j.cnki.jrme.2020.1189
[23]

Liu SJ, Wu LX, Mao YC, He LM, Wang Z, et al. 2020. Spaceborne-airborne-ground collaborated intelligent monitoring on open pit slope and its typical applications. Journal of China Coal Society 45(6):2265−76(in Chinese)

doi: 10.13225/j.cnki.jccs.zn20.0362
[24]

Qiu DW, Zhu SJ, Wang LY, Duan MX. 2018. Dynamic monitoring and analysis of geological disaster deep displacementusing SAA. Bulletin of Surveying and Mapping 3:122−125,129(in Chinese)

doi: 10.13474/j.cnki.11-2246.2018.0089
[25]

Li Y. 2019. Analysis of landslide monitoring results based on arraydisplacement meter. Shaanxi Water Resources 7:35−38(in Chinese)

[26]

Dong WW, Zhu HH, Sun YJ, Shi B. 2016. Current status and new progress on slope deformation monitoring technologies. Journal of Engineering Geology 24(6):1088−95(in Chinese)

doi: 10.13544/j.cnki.jeg.2016.06.007
[27]

Wang T, Liu XY, Lin YM, Li G. 2019. Design, implementation and early warning method of slope deep displacement and groundwater level monitoring in Internet of Things. Highway Transportation Technology (Applied Technology) 15(2):52−55(in Chinese)

[28]

Fan YB, Hou YF, Li SH. Liu XY. 2013. Landslide stability analysis based on surface and deep displacement monitoring data. Journal of Engineering Geology 21(6):885−91(in Chinese)

doi: 10.3969/j.issn.1004-9665.2013.06.015
[29]

Chen H, Li YJ, Fang R, Li G. 2015. A novel technique for monitoring deep displacement and early-warning of landslide. Chinese Journal of Rock Mechanics & Engineering 34(S2):4063−70

doi: 10.13722/j.cnki.jrme.2015.0867
[30]

Liu YL, Sun HY. 2013. Research on deformation monitoring and determination of displacement of anti-slide piles. Chinese Journal of Rock Mechanics and Engineering 32(10):2147−53(in Chinese)

[31]

Zhang ZL, He N, He B, Xu BH, Jiang YB. 2020. New method to measure structure stress based on distributed optical fiber technology. Chinese Journal of Scientific Instrument 41(9):45−55

doi: 10.19650/j.cnki.cjsi.J2006699
[32]

Wei YC. 2015. A study on SAA measurement technology and its application in slope monitoring. Thesis. Nanjing University, Nanjing. pp. 55−78 (in Chinese).

[33]

Chai J, Qiu FQ, Li TB, Zhang DD, Liu Q, et al. 2019. Study on Pull-out Test of Anchor Bolt Based on FBG-BOTDA Combined Sensing Technology. Safety In Coal Mines 50(10):62−65(in Chinese)

doi: 10.13347/j.cnki.mkaq.2019.10.014
[34]

He MC, Du S, Gong WL, Nie W. 2022. Mechanical characteristics and engineering applications of bolt / cable with negative poission's ratio. Mechanics in Engineering 44(1):75−87(in Chinese)

doi: 10.6052/1000-0879-21-210
[35]

Liu Y, Li SH, Liu XY. 2011. Application of guyed-type landslide surface displacement real-time monitoring system. The Chinese Journal of Geological Hazard and Control 12(4):24−31(in Chinese)

doi: 10.16031/j.cnki.issn.1003-8035.2011.04.005
[36]

Zhang XJ, Ye DM, Guo JB, Hu SY, Yu B. 2022. Deformation influence control technology of deep and large foundation pits near subway stations. Building Structure 52(S1):2508−12(in Chinese)

[37]

Zhang LM, Zhu GP, Zheng XY, Yang ZD. 2017. Monitoring and analysis of influence of excavations on adjacent metro structures in soft soils. Chinese Journal of Geotechnical Engineering 39(S2):175−79(in Chinese)

doi: 10.11779/CJGE2017S2043
[38]

Li YT, Ding QJ. 2011. The Monitoring and Analysis of the Subway Deep Excavation the Bearing Axial Forces and Retaining Structure Deformation. Railway Construction Technology 1:102−104+115(in Chinese)

doi: 10.3969/j.issn.1009-4539.2011.01.024
[39]

Ren QY, Liu WT, Zhao QY, Yang SL, Li S. 2018. The Top-down Construction Method of Super High-rise Buildings in Structural Design of the Nanking Youth Olympic Center. Construction Science and Technology 16:20−22(in Chinese)

doi: 10.16116/j.cnki.jskj.2018.16.002
[40]

Bao ZJ, Yao ZY, Sheng H, Zhang Z. 2019. Construction Technology for Permanence and Temporariness Combined Tower Crane Foundation Based on Conditions of Central Part by Bottom-Up Method and Peripheral Part by Top-Down Method. Building Construction 41(1):56−58(in Chinese)

doi: 10.14144/j.cnki.jzsg.2019.01.021
[41]

Zhang XY, Qian DL, Wei XY. 2015. Study of deformation control in deep foundation pit excavation on saturated soft soil foundation and its risk. Journal of Hefei University of Technology(Natural Science) 38(2):208−12(in Chinese)

doi: 10.3969/j.issn.1003-5060.2015.02.015
[42]

Zheng G. 2022. Method and application of deformation control of excavations in soft ground. Chinese Journal of Geotechnical Engineering 44(1):1−36(in Chinese)

doi: 10.11779/CJGE202201001
[43]

Wang RS, Guo CC, Cao DF, Ye JT, Ye SC. 2021. Deformation Characteristics of Flexible Support Structure in Silt Foundation Pit. Science Technology and Engineering 21(5):2011−18(in Chinese)

[44]

Zong LD, Wang WD, Xu ZH, Zhu YF. 2022. Mechanical properties of a 56-m deep circular shaft foundation pit support structure in soft soils. Tunnel Construction 42(7):1248−56(in Chinese)

doi: 10.3973/j.issn.2096-4498.2022.07.013
[45]

Zhang Y. 2021. Analysis of monitoring case of deep foundation pit of a high-rise residential building in Chengde. Engineering Technology Research 6(21):139−40(in Chinese)

[46]

Xi JM, Chen RQ. 2020. Deformation and surface settlement analysis of super-deep and large foundation pit excavation enclosure structures in soft soil area. Building Science 36(3):143−50(in Chinese)

doi: 10.13614/j.cnki.11-1962/tu.2020.03.022
[47]

Ji XP, Zhang ZC, Li K, Zhang C, Qian K. 2022. Application of distributed optical fiber monitoring technology in monitoring of excavation. Journal of Zhongyuan University of Technology 33(6):49−53(in Chinese)

doi: 10.3969/j.issn.1671-6906.2022.06.009
[48]

Wang HX, Teng H, Li QL, Wang J, Luo ZH. 2019. Application of large diameter anchor in foundation pit reinforcement in deep soft soil area. Building Structure 49(S1):779−82(in Chinese)

[49]

Lei M. 2016. Deformation law of a deep foundation pit retaining structure in Lanzhou. Railway Construction Technology 5:92−95(in Chinese)

[50]

Ciufegni S, Sacchi F, Utzeri L. 2012. Retaining walls, ground improvement works and monitoring for the new high-speed railway station in Bologna. Geomechanics and Tunnelling 5(3):261−74

doi: 10.1002/geot.201200019
[51]

Hashash YMA, Song H, Osouli A. 2011. Three-dimensional inverse analyses of a deep excavation in Chicago clays. International Journal for Numerical and Analytical Methods in Geomechanics 35(9):1059−75

doi: 10.1002/nag.949
[52]

Pilgerstorfer T, Radončić N, Moritz B, Goricki A. 2011. Evaluation and Interpretation of monitoring data in the test adit EKT Paierdorf. Geomechanics and Tunnelling 4(5):423−34

doi: 10.1002/geot.201100036
[53]

Wang JH, Chen JJ, Li MG. 2015. Concept and characters of deep excavation groups in urban underground space development. Japanese Geotechnical Society Special Publication 2(44):1559−62

doi: 10.3208/jgssp.atc6-07
[54]

Tan Y, Wang D. 2013. Characteristics of a large-scale deep foundation pit excavated by the central-island technique in Shanghai soft clay. I: Bottom-up construction of the central cylindrical shaft. Journal of Geotechnical and Geoenvironmental Engineering 139(11):1875−93

doi: 10.1061/(ASCE)GT.1943-5606.0000928
[55]

Liu JH, Zhang XH, Wang KF, Peng KD, Yang XF. 2020. Quality analysis of deformation surveying results. Geotechnical Investigation and Surveying 48(12):49−52,62

[56]

Zevgolis IE, Daffas ZA. 2018. System reliability assessment of soil nail walls. Computers and Geotechnics 98:232−42

doi: 10.1016/j.compgeo.2017.10.020
[57]

Liu AH, Li H, Luo RW. 2010. Application of the Space-Time Effect Theory in the Soft-Soil Foundation Construction. Chinese Journal of Underground Space and Engineering 6(3):571−576+594

doi: 10.3969/j.issn.1673-0836.2010.03.025
[58]

Pan Y, Fang F, Li B, Wang F. 2019. Stability analysis and full-scale test of a new recyclable supporting structure for underground ecological granaries. Engineering Structures 192:205−19

doi: 10.1016/j.engstruct.2019.04.087
[59]

Chen ZX. 2022. Research on deformation of a deep large foundation pit supporting structure. Geotechnical Investigation & Surveying 50(1):65−69

[60]

Li QQ. 2016. Sesearch into the effection of adjacent building to excavation. Thesis. Chang'an University. Shan'xi. pp: 46−88(in Chinese).

[61]

Xi JM, Fu L. 2019. Analysis of deformation law of deep foundation pit based on space-time effect. Science Technology and Engineering 19(16):290−97

[62]

Jiang J, Xiao M, Liu ZY, Wang Z, Yang D. 2018. Monitoring of deep foundation pit with a combination of various supporting systems under complicated environment. Journal of Guangxi University (Natural Science Edition) 43(1):268−78(in Chinese)

doi: 10.13624/j.cnki.issn.1001-7445.2018.0269