메뉴 건너뛰기




Volumn 51, Issue 6, 2011, Pages 1003-1018

Site-investigation and geotechnical design of D-runway construction in Tokyo Haneda airport

Author keywords

Design; Ground improvement; Lightweight soil; Reclamation; Site investigation; Soil parameter

Indexed keywords

CLAY DEPOSITS; DESIGN; GEOTECHNICAL ENGINEERING; LAND RECLAMATION; SOIL CEMENT; SOILS; STRATIGRAPHY;

EID: 84866894356     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.51.1003     Document Type: Article
Times cited : (62)

References (32)
  • 5
    • 84881061023 scopus 로고    scopus 로고
    • EN 1997-1: 2004: Eurocode 7, Geotechnical design - Par 1: General rules.
    • EN 1997-1: 2004: Eurocode 7, Geotechnical design - Par 1: General rules.
  • 6
    • 56149127555 scopus 로고    scopus 로고
    • suggested guidelines, The Technical Committee on Geotechnical Reports of the Underground Technology Research Council, American Society of Civil Engineers
    • Essex, R. J. (2007): Geotechnical baseline reports for construction, suggested guidelines, The Technical Committee on Geotechnical Reports of the Underground Technology Research Council, American Society of Civil Engineers.
    • (2007) Geotechnical Baseline Reports for Construction
    • Essex, R.J.1
  • 7
    • 84867466996 scopus 로고    scopus 로고
    • The second phase construction of Kansai International Airport considering the large and long-term settlement of the clay deposits
    • Furudoi, T. (2010): The second phase construction of Kansai International Airport considering the large and long-term settlement of the clay deposits, Soils and Foundations, 50(6), 805-816.
    • (2010) Soils and Foundations , vol.50 , Issue.6 , pp. 805-816
    • Furudoi, T.1
  • 8
    • 0020809535 scopus 로고
    • Undrained strength characteristics of normally consolidated aged clay
    • Hanzawa, H. (1983): Undrained strength characteristics of normally consolidated aged clay, Soils and Foundations, 23(3), 39-49.
    • (1983) Soils and Foundations , vol.23 , Issue.3 , pp. 39-49
    • Hanzawa, H.1
  • 11
    • 84881040408 scopus 로고    scopus 로고
    • JGS 4001: 2004: Principles for foundation design grounded on performance based design concept, Japanese Geotechnical Society.
    • JGS 4001: 2004: Principles for foundation design grounded on performance based design concept, Japanese Geotechnical Society.
  • 13
    • 33747980611 scopus 로고
    • Meeting the challenge to the very soft ground-The Tokyo International Airport Offshore Expansion Project
    • Katayama, T. (1991): Meeting the challenge to the very soft ground - the Tokyo International Airport Offshore Expansion Project, Proc. Int. Conf. Geotech. Engrg for Coastal Development, GEO-COAST'91, 954-967.
    • (1991) Proc. Int. Conf. Geotech. Engrg for Coastal Development, GEO-COAST'91 , pp. 954-967
    • Katayama, T.1
  • 14
    • 0043204595 scopus 로고    scopus 로고
    • Development of pneumatic flow mixing method and its application to Central Japan International Airport construction
    • Kitazume, M. and Satoh, T. (2003): Development of pneumatic flow mixing method and its application to Central Japan International Airport construction, /. Ground Improvement, 7(3), 139- 148.
    • (2003) Ground Improvement , vol.7 , Issue.3 , pp. 139-148
    • Kitazume, M.1    Satoh, T.2
  • 16
    • 0001679490 scopus 로고
    • New design procedure for stability of soft clays, Discussion
    • Mesri, G. (1975): New design procedure for stability of soft clays, Discussion, ASCE J. Geotech. Engrg, 101(4), 409-412.
    • (1975) ASCE J. Geotech. Engrg , vol.101 , Issue.4 , pp. 409-412
    • Mesri, G.1
  • 18
    • 77950957991 scopus 로고    scopus 로고
    • Absorption property evaluation of light weight soil with air foam due to different mixing conditions
    • doi: 10.2472/jsms.59.68 (in Japanese)
    • Nagatome, T., Hashimoto, T., Otani, J. and Kikuchi, Y. (2010): Absorption property evaluation of light weight soil with air foam due to different mixing conditions, /. Society of Materials Science, Japan, 59(1), 68-73, doi: 10.2472/jsms.59.68 (in Japanese).
    • (2010) Society of Materials Science, Japan , vol.59 , Issue.1 , pp. 68-73
    • Nagatome, T.1    Hashimoto, T.2    Otani, J.3    Kikuchi, Y.4
  • 19
    • 85007920131 scopus 로고
    • The u = 0 analysis of stability and unconfined compression strength
    • Nakase, A. (1967): The u = 0 analysis of stability and unconfined compression strength, Soils and Foundations, 7(2), 33-45.
    • (1967) Soils and Foundations , vol.7 , Issue.2 , pp. 33-45
    • Nakase, A.1
  • 24
    • 0000405447 scopus 로고
    • The analysis of the consolidation process by the isotache method
    • London
    • Suklje, L. (1957): The analysis of the consolidation process by the isotache method, Proc. 4th Int. Conf. Soil Mech. Found. Engng, London, 200-206.
    • (1957) Proc. 4th Int. Conf. Soil Mech. Found. Engng , pp. 200-206
    • Suklje, L.1
  • 26
    • 8744229333 scopus 로고    scopus 로고
    • Mechanical characteristics of a cement treated dredged soil utilized for waste reclamation landfill
    • IS-Yokohama 2000
    • Watabe, Y., Tsuchida, T., Furuno, T. and Yuasa, H. (2000): Mechanical characteristics of a cement treated dredged soil utilized for waste reclamation landfill, Proc. Int. Symp. Coastal Geotech. Engrg in Practice, IS-Yokohama 2000, 739-745.
    • (2000) Proc. Int. Symp. Coastal Geotech. Engrg in Practice , pp. 739-745
    • Watabe, Y.1    Tsuchida, T.2    Furuno, T.3    Yuasa, H.4
  • 27
    • 0036496254 scopus 로고    scopus 로고
    • Undrained shear strength of Pleistocene clay in Osaka Bay
    • Watabe, Y., Tsuchida, T. and Adachi, K. (2002): Undrained shear strength of Pleistocene clay in Osaka Bay, /. Geotech. Geoenv. Engrg, 128(3), 216-226.
    • (2002) Geotech. Geoenv. Engrg , vol.128 , Issue.3 , pp. 216-226
    • Watabe, Y.1    Tsuchida, T.2    Adachi, K.3
  • 28
    • 24744438472 scopus 로고    scopus 로고
    • K-consoliation in a triaxial cell and evaluation of in-situ K0 for marine clays with various characteristics
    • Watabe, Y., Tanaka, M., Tanaka, H. and Tsuchida, T. (2003): K- consoliation in a triaxial cell and evaluation of in-situ K0 for marine clays with various characteristics, Soils and Foundations, 43(1), 1-20.
    • (2003) Soils and Foundations , vol.43 , Issue.1 , pp. 1-20
    • Watabe, Y.1    Tanaka, M.2    Tanaka, H.3    Tsuchida, T.4
  • 29
    • 24744466027 scopus 로고    scopus 로고
    • One-dimensional compression of air-foam treated lightweight geo- material in microscopic point of view
    • Watabe, Y., Itou, Y., Kang, M.-S. and Tsuchida, T. (2004): One- dimensional compression of air-foam treated lightweight geo- material in microscopic point of view, Soils and Foundations, 44(6), 53-67.
    • (2004) Soils and Foundations , vol.44 , Issue.6 , pp. 53-67
    • Watabe, Y.1    Itou, Y.2    Kang, M.-S.3    Tsuchida, T.4
  • 30
    • 76649128504 scopus 로고    scopus 로고
    • Characteristics and countermeasures for the deterioration of Air-foam treated lightweight soil
    • doi: 10.3208/jgs.2.311 (in Japanese)
    • Watabe, Y., Saegusa, H., Ueda, T., Shiina, T., Shiraishi, Y. and Murakami, T. (2007): Characteristics and countermeasures for the deterioration of Air-foam treated lightweight soil, Japanese Geotech. J., 2(4), 311-318, doi: 10.3208/jgs.2.311 (in Japanese).
    • (2007) Japanese Geotech. J. , vol.2 , Issue.4 , pp. 311-318
    • Watabe, Y.1    Saegusa, H.2    Ueda, T.3    Shiina, T.4    Shiraishi, Y.5    Murakami, T.6
  • 31
    • 70849119211 scopus 로고    scopus 로고
    • Strain rate effect on long-term consolidation of Osaka bay clay
    • Watabe, Y., Udaka, K. and Morikawa, Y. (2008): Strain rate effect on long-term consolidation of Osaka bay clay, Soils and Foundations, 48(4), 495-509.
    • (2008) Soils and Foundations , vol.48 , Issue.4 , pp. 495-509
    • Watabe, Y.1    Udaka, K.2    Morikawa, Y.3
  • 32
    • 79953233166 scopus 로고    scopus 로고
    • Practical determination method for soil parameters adopted in the new performance based design code for port facilities in Japan
    • Watabe, Y., Tanaka, M. and Kikuchi, Y. (2009): Practical determination method for soil parameters adopted in the new performance based design code for port facilities in Japan, Soils and Foundations, 49(6), 827-839.
    • (2009) Soils and Foundations , vol.49 , Issue.6 , pp. 827-839
    • Watabe, Y.1    Tanaka, M.2    Kikuchi, Y.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.