1 |
Ministry of Construction & Transportation Iksan Regional Construction and Management Administration.(2003), Ground Investigation Report of Road Enlargement Construction between Imhae-Unnam, Ministry of Construction & Transportation Iksan Regional Construction and Management Administration, pp. 81-82, 173-184.
|
2 |
Mohammad Sedjono(1997), The Using of Scattering Technique in the Determination of Material Color Spectrum and Detecting its Specific Behaviour, Elektroteknika dan Aplikasi Laser Jakarta, pp. 4-12.
|
3 |
Samsung C&T Corporation.(2002), Ground Investigation Report of Jeonla Line Railway Improvement Construction between Jeonla and Sinpoong(I), Samsung C&T Corporation, pp. I-108-124.
|
4 |
Serafim, J. L., and Pereira, J. P.(1983), Considerations of the Geomechanics Classification of Bieniawski, Proceedings, International Symposium on Engineering Geology and Underground Construction, LNEC, Lisbon, Portugal, Vol. 1, No. 2, pp. 33-42.
|
5 |
Wu, T. T.(1966), The effect of inclusion shape on the elastic modulus of a two-phase material, International Journal of Solids Structures, Vol. 2, No. 3, pp. 1-8.
DOI
|
6 |
You Kwang-Ho, Lee Sang-Ho, Choo Suk-Yeon, Jue Kwang-Sue.(2004), A Study on the Es Mass Classes using the Information off a Tunnel Center Line, Tunnelling Technology, Vol. 6, No. 2, pp. 101-111.
|
7 |
Daerim Industry Corporation.(2003), Ground Investigation Report of Suspension Bridge between Jeokgeum-Youngnam, Daerim Industry Corporation, pp. 108-119.
|
8 |
Aydan, O.(1997), Seismic Caracteristics of Turkish Earthquakes, Turkish Earthquake Foundation, TDV/TR 97-007, p.
|
9 |
Bieniawski, Z. T.(1978), Determining Rock Mass Deformability Experience from Case Histories, International Journal of Rock Mechanics, Mining Science and Geomechanics, Vol. 15, No. 5, pp. 237-247.
DOI
ScienceOn
|
10 |
Deer, D. U.(1964), Technical Description of Rock Cores for Engineering Purposes, Rock Mechanics and Engineering Geology, Vol. 1, No. 1, pp. 17-22.
|
11 |
Daerim Industry Corporation.(2000), Ground Investigation Report of Middlle Line Double Track Subway Construction between Deokso-Yangsoo, Daerim Industry Corporation, pp. 133-134, 144-145
|
12 |
Daerim Industry Corporation.(2002), Ground Investigation Report of Jeonra Line Railway Improvement Construction between Seongsan-Sinpoon, Daerim Industry Corporation, pp. 143-145, 150-156.
|
13 |
Dongah Construction Industry Corporation.(2000), Ground Investigation Report of Middle Line Double Track Subway Construction between Deokso and Yangsoo, Daerim Industry Corporation, pp. 21-22, p. 32.
|
14 |
Gyeongsangnamdo.(2003), Ground Investigation Report of Geoga Large bridge Accident Road 4 Line Enlargement pavement Construction between Jangseongpo-Jangmok(I), Gyeongsangnamdo, pp. 107-108, p. 116.
|
15 |
Hanshin Engineering Construction Corporation.(2004), Ground Investigation Report of Geoga Large Bridge Accident Road 4 Line Enlargement Pavement Construction between Nongso and Yooho(I), Hanshin Engineering Construction Corporation, pp. 109-110, 117-118.
|
16 |
Kim Gyo-Won.(2006), Correlation between Engineering Properties of Rocks in Korea, The Journal of Engineering Geology, Vol. 16, No. 1, pp. 59-68.
|
17 |
Koo Ja-Kap, Kim Young-Duck, Kwon So-Jin.(2002), Rock Quality using Seismic Tomography in Deep Tunnel Depths, Journal of Korean Geo-Environmental Society, Vol. 3, No. 3, pp. 5-13.
|
18 |
Koo Chung-Mo, Hong Chang-Woo, Jeon Seok-Won.(2006), Estimation of Rock Mass Rating(RMR) and Assessment of its Uncertainty using Conditional Simulatiions, Tunnel & Underground Space, Vol. 16, No. 2, pp. 135-145.
|