Analysis of Deformation of Yezhushan Highway Tunnel Construction Based on Analysis of Controlled Deformation in Rocks and Soils (ADECORS)

doi:10.3973/j.issn.1672-741X.2017.05.011

Tunnel Construction ›› 2017, Vol. 37 ›› Issue (5): 593-599.DOI: 10.3973/j.issn.1672-741X.2017.05.011

Previous Articles Next Articles

Analysis of Deformation of Yezhushan Highway Tunnel Construction Based on Analysis of Controlled Deformation in Rocks and Soils (ADECORS)

TAN Shi^{1, 2}， DING Wenqi^{1, 2}， LIU Cheng^{1, 2}， LIU Ting³, GUO Hongyu⁴

(1. Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China; 2. Key Laboratory of Geotechnical and Underground Engineering (Tongji University), Ministry of Education, Shanghai 200092, China; 3. Ningbo Highway Construction Bureau, Ningbo 315192, Zhejiang, China; 4. Zhejiang Provincial Institute of Communications Planning Design & Research, Hangzhou 310006, Zhejiang, China)

Received:2016-09-14 Revised:2017-02-22 Online:2017-05-25 Published:2017-06-08

Abstract

Abstract:

ADECORS (analysis of controlled deformation in rocks and soils) method is used in Ningbo Yezhushan Highway Tunnel with shallow buried depth and weak surrounding rock. The abovementioned method is hardly used in highway tunnel construction in China. Based on the analysis of numerical simulation and field monitoring, some results are obtained as follows: 1) As for surface subsidence of Yezhushan Tunnel, the spatial effect of excavation is 0.6 times the span and the settlement area can be divided into 3 parts, namely, sensitive area, sensitive transition area, and stable area. 2) The spatial effect of excavation on tunnel crown top settlement is almost a span and 60% of crown top settlement occurs before tunnel face reaches monitoring section. 3) Threedimensional morphology of Yezhushan Tunnel face extrusion is outer convex parabolic; lap length of fiberglass bolt is suggested to be 6 m and the development of extrusion deformation is segmented into three stages.

Key words: highway tunnel, ADECORS, construction deformation, advanced core soil, fiberglass bolt, numerical simulation, monitoring analysis

CLC Number:

U 459.2

TAN Shi， DING Wenqi， LIU Cheng， LIU Ting, GUO Hongyu. Analysis of Deformation of Yezhushan Highway Tunnel Construction Based on Analysis of Controlled Deformation in Rocks and Soils (ADECORS)[J]. Tunnel Construction, 2017, 37(5): 593-599.

[1]	HUANG Zhangjun, YANG Yanling, TANG Dongsang, ZHANG Weizhong. Numerical Simulation and Monitoring of Reaction Wall of Launching Shaft for Large Rectangular Pipe Jacking [J]. Tunnel Construction, 2020, 40(7): 972-980.
[2]	ZHANG Yazhou. Numerical Simulation on Waterproof Capacity of Shield Tunnel Joints Considering Working State of Sealing Gasket Surface [J]. Tunnel Construction, 2020, 40(6): 813-820.
[3]	ZHANG Zhenhua, BAI Yonghou, GUO Chun, CHENG Jianghao. Noise Propagation Characteristics of Tunnel Construction by Drilling and Blasting Method [J]. Tunnel Construction, 2020, 40(6): 821-826.
[4]	CHEN Xiaofeng, WANG Xingping, GUO Chun, HAN Yu. Study of New Intermediate Diaphragm Wall in Ventilation Parallel Heading of Zhegushan Extra-long Highway Tunnel [J]. Tunnel Construction, 2020, 40(5): 702-710.
[5]	XIA Pengxi, DUAN Ruyu, WANG Zhuhong, YU Li. Light Transmittance Selection and Photovoltaic Benefit Estimation of Thin Film Photovoltaics Awning for Highway Tunnel [J]. Tunnel Construction, 2020, 40(5): 711-716.
[6]	LUO Wenjing, ZOU Chenglu. Key Technologies and Numerical Analysis of Metro Station by Cut-and-cover and Mining Method at Semi-diagenetic Stratum in Nanning [J]. Tunnel Construction, 2020, 40(5): 727-734.
[7]	WANG Famin, SUN Zhenchuan, ZHANG Lianghui, LI Fengyuan, ZHANG Bing, WANG Guo′an. Design of Super-large Diameter Slurry Shield Used in Shantou Bay Tunnel and Construction Countermeasures for Unfavorable Geology [J]. Tunnel Construction, 2020, 40(5): 735-746.
[8]	ZHOU Hongfang. Experimental Study on Crack Resistance Technology of PVA Synthetic Fiber Shotcrete with High Elastic Modulus for Muzhailing Highway Tunnel [J]. Tunnel Construction, 2020, 40(4): 490-495.
[9]	ZHANG Qiuhui, XIA Caichu, FAN Dongfang, HAN Changling. Drainage Design of Highway Tunnel with Permafrost [J]. Tunnel Construction, 2020, 40(3): 404-410.
[10]	QIN Jiajia. Study on Parameters Control of Shield Tunneling in Composite Strata in Hefei Area [J]. Tunnel Construction, 2020, 40(3): 435-443.
[11]	WANG Shoushuo, DU Zhigang, WEN Jingzhou， YANG Libo. Study on Driver′s Visual Load in Lowgrade Highway Optical Long Tunnel [J]. Tunnel Construction, 2020, 40(2): 209-214.
[12]	JIN wei, TIAN Yuan, YAN Zihai, WANG Mingnian. Study on Safety of Underground Combined Structures under Different Fire Scales [J]. Tunnel Construction, 2020, 40(2): 215-222.
[13]	ZHANG Wenjun, DING Chao, ZHANG Gaole, WANG Yi, SHANGGUAN Dandan, JIANG Kun. Type Selection and Design of Composite Sealing Gasket for Segment Joints of Shield Tunnel [J]. Tunnel Construction, 2020, 40(2): 246-255.
[14]	SUN Jun, WEN Haiyang. Application of Artificial Intelligence Science to Construction Deformation Prediction and Control of Underground Engineering in Soft Soil: Cases Study on Theoretical Foundation, Method Application and Fine Intelligent Technical Management [J]. Tunnel Construction, 2020, 40(1): 1-8.
[15]	XIN Zhenggang. Experimental Study on AttitudeInterlock Control Technology of Pipecurtain Group with Inner Interlock Joints [J]. Tunnel Construction, 2020, 40(1): 43-49.

Analysis of Deformation of Yezhushan Highway Tunnel Construction Based on Analysis of Controlled Deformation in Rocks and Soils (ADECORS)

PDF

Knowledge

Abstract

Cite this article

share this article

References

Related Articles 15

Recommended Articles

Metrics

Comments