1 |
Kim, Cheehwan (2015a), Case Study of a Shallow Tunnelling Through Complex Strata of Sand-Gravel and Rock Mass, Tunnel & Underground Space, Journal of Korean Society for Rock Mechanics, Vol. 25, No. 3, pp. 244-254 (in Korean).
|
2 |
Kim, Cheehwan (2015b), Risk Of Buildings Damage Due To Subsidence During Tunnelling Under The Buildings In Sand-Gravel Layer, Tunnel & Underground Space, Journal of Korean Society for Rock Mechanics, Vol. 25, No. 4, pp. 383-396 (in Korean).
|
3 |
Liao, Kuo-Wei, Fan, Jen-Chen and Huang, Chien-Lin (2011), An artificial neural network for groutability prediction of permeation grouting with microfine cement grouts, Computers and Geotechnics 38 pp. 978-986.
DOI
|
4 |
Littlejohn (1985), Chemical grouting. Ground Engineering, 18, Part 1, No. 2, pp. 13-18; Part 2, No. 3, pp. 23-28; Part 3, No. 4, pp. 29-34.
|
5 |
Maghous, S., Saada, Z., Dormieux, L., Canou, J. and Dupla, J. C. (2007), A model for in situ grouting with account for particle filtration, Computers and Geotechnics 34 pp. 164-174.
DOI
|
6 |
Nam, Kee-Chun (2002), A study on the reinforced protection to control extrusion at the face of shallow tunnels. Ph.D Thesis, Suwon University, pp. 57-71 (in Korean).
|
7 |
Nam, Kee-Chun, Heo, Young, Kim, Chi-Whan and You, Kwang-Ho (2002), The behavior of soil tunnels reinforced with RPUM and fiber glass. Tunnel Technology, Korean Tunnelling Association, Vol. 4, No. 3, pp. 185-193 (in Korean).
|
8 |
Suat, Akbulut and Ahmet, Saglamer (2002), Estimating the groutability of granular soils: a new approach, Tunnelling and Underground Space Technology 17 pp. 371-380.
DOI
|
9 |
대림산업주식회사 (2006), 지상건물 하부통과 터널구간의 계측치 추세예측 및 역해석.
|
10 |
서울특별시도시기반시설본부 (2011a), 서울지하철 9호선 3단계 918공구 건설공사 지반조사보고서.
|
11 |
서울특별시도시기반시설본부 (2011b), 서울지하철 9호선 3단계 918공구 건설공사 실시설계보고서.
|
12 |
천병식 (2005), 최신지반주입-이론과 실제, 원기술.
|
13 |
토목공법연구회 (1999), 그라우팅편람, 창우출판사.
|
14 |
Anagnostopoulos, C. A., Papaliangas, T., Manolopoulou, S. and Dimopoulos, T. (2011), Physical and mechanical properties of chemically grouted sand, Tunnelling and Underground Space Technology 26 pp. 718-724.
DOI
|
15 |
Axelsson, M., Gustafson, G. and Fransson, A. (2009), Stop mechanism for cementitious grouts at different water-to-cement ratios, Tunnelling and Underground Space Technology 24 pp. 390-397.
DOI
|
16 |
Babak, Nikbakhtan and Morteza, Osanloo (2009), Effect of grout pressure and grout flow on soil physical and mechanical properties in jet grouting operations, Int. J. of Rock Mechanics & Mining Sciences 46 pp.498-505.
DOI
|
17 |
Christian, Prchler, Roman, Lackner, Lothar, Martak and Herbert, A. Mang (2004), Optimization of jet-grouted support in NATM tunnelling, Int. J. Numer. Anal. Meth. Geomech. 28 pp. 781-796.
DOI
|
18 |
Chun, Byung-Sik, Choi, Chang-Sik, Shin, Chang-Beum and Kim, Seung-Ryull (1996), Effectiveness of grouting for river crossing tunnelling, Grouting and Deep Mixing, pp.275-278.
|
19 |
Chun, Byung-Sik, Choi, Dong-Chan and Kim, Jin-Chun (2008), An experimental study on the improving reliability of routing by using p-q-t chart analyzing technique, Tunnelling Technology, Vol. 10., No. 4, pp. 383-395 (in Korean).
|
20 |
Chun, Byung-Sik, Chung, Duck-kyo, Kim, Seung-Ryull, Oh, Min-Ryull and Koh, Yong-Il (1996), Tunnelling through an alluvial deposit, Grouting and Deep Mixing, pp. 269-274.
|
21 |
Coulter, S., and Martin, C. D. (2006), Effect of jet-grouting on surface settlement above the Aeschertunnel, Switzerland, Tunnelling and Underground Space Technology 21 pp. 542-553.
DOI
|
22 |
Coulter, Steven and Martin, C. Derek (2004), Ground deformation above a large shallow tunnel excavated using jet grouting, Proc. ISRM Regional Symposium EUROK 2004 and 53rd Geomechanics Colloquy, pp. 155-160.
|
23 |
Daniel, Eklund and Hakan, Stille (2008), Penetrability due to filtration of cement-based grouts, Tunnelling and Underground Space Technology 23 pp. 389-398.
DOI
|
24 |
Imanishi, H. and Yamauchi, Y. (1996), Ground behavior during improvement by Jet Grouting, Grouting and Deep Mixing, pp. 133-136.
|
25 |
Chen, Yao-Chung and Hsieh, Yu-Shan (1996), Grouting in near surface tunnelling in gravel layer, Grouting and Deep Mixing, pp. 263-268.
|
26 |
Kim, Cheehwan (2005), Stability analysis on the intersection area of subway tunnels by observational method, Tunnel & Underground Space, Journal of Korean Society for Rock Mechanics, Vol. 15, No. 1, pp. 71-79 (in Korean).
|
27 |
Kim, Cheehwan (2010), Forecasting final displacement with displacement function using deformation measurements while constructing a tunnel. Tunnel & Underground Space, Journal of Korean Society for Rock Mechanics, Vol. 20, No. 6, pp. 408-420 (in Korean).
|
28 |
Kim, Cheehwan (2013a), Relations between initial displacement rate and final displacement of arch settlement and convergence of a shallow tunnel, Tunnel & Underground Space, Journal of Korean Society for Rock Mechanics, Vol. 23, No. 2, pp. 110-119 (in Korean).
|
29 |
Kim, Cheehwan (2013b), Measurement of tunnel arch settlements ahead of and behind the tunnel face using a horizontal inclinometer and settlement pins, Tunnel & Underground Space, Journal of Korean Society for Rock Mechanics, Vol. 23, No. 2, pp. 120-129 (in Korean).
|
30 |
Kim, Cheehwan (2013c), Characteristics of Subsidence above a Shallow Tunnel Excavated in Weathered Rock Mass, Tunnel & Underground Space, Journal of Korean Society for Rock Mechanics, Vol. 23, No. 5, pp. 337-346 (in Korean).
|