메뉴 건너뛰기




Volumn 18, Issue 1, 2008, Pages 73-80

Electrokinetic cementation of calcareous sand for offshore foundations

Author keywords

Calcareous sand; Electrokinetic treatment; Load capacity; Offshore foundations; Soil improvement

Indexed keywords

CEMENTS; COASTAL ZONES; FAILURE (MECHANICAL); FOUNDATIONS; MATHEMATICAL MODELS; SAND; SOILS;

EID: 41849108048     PISSN: 10535381     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (6)

References (19)
  • 1
    • 0003810742 scopus 로고
    • Standard Method for Field Measurement of Soil Resistivity Using the Wenner-four Electrode Method
    • ASTM , ASTM, Philadelphia
    • ASTM (1995). "Standard Method for Field Measurement of Soil Resistivity Using the Wenner-four Electrode Method," ASTM, Philadelphia, G57-95a, pp 211-215.
    • (1995)
  • 2
    • 0001010662 scopus 로고
    • Application of Electroosmosis to a Foundation Problem in a Norwegian Quick Clay
    • Bjerrum, L, Moun, J, and Eide, O (1967). "Application of Electroosmosis to a Foundation Problem in a Norwegian Quick Clay," Géotechnique, Vol 17, No 3, pp 214-235.
    • (1967) Géotechnique , vol.17 , Issue.3 , pp. 214-235
    • Bjerrum, L.1    Moun, J.2    Eide, O.3
  • 3
    • 0002279412 scopus 로고
    • Electro-osmosis Stabilization of Soils
    • Casagrande, L (1952). "Electro-osmosis Stabilization of Soils," J Boston Soc Civil Eng, Vol 39, pp 51-83.
    • (1952) J Boston Soc Civil Eng , vol.39 , pp. 51-83
    • Casagrande, L.1
  • 4
    • 36448959545 scopus 로고
    • Evaluation of Driven Pile Capacity - Methods and Results
    • Perth, Australia
    • Dolwin, J, Khorshid, MS, and Goudoever, PV (1988). "Evaluation of Driven Pile Capacity - Methods and Results," Proc Int Conf Calcareous Sediments, Perth, Australia, Vol 2, pp 409-428.
    • (1988) Proc Int Conf Calcareous Sediments , vol.2 , pp. 409-428
    • Dolwin, J.1    Khorshid, M.S.2    Goudoever, P.V.3
  • 5
    • 0005691756 scopus 로고
    • Electro-osmotic Stabilization of West Brach Dam
    • Fetzer, CA (1967). "Electro-osmotic Stabilization of West Brach Dam," J Soil Mech and Found Div, ASCE, Vol 93, No 4, pp 85-106.
    • (1967) J Soil Mech and Found Div, ASCE , vol.93 , Issue.4 , pp. 85-106
    • Fetzer, C.A.1
  • 7
    • 0000146474 scopus 로고
    • North-West Shelf Development - the Foundation Engineering Challenge
    • Perth, Australia
    • King, R, and Lodge, M (1988). "North-West Shelf Development - the Foundation Engineering Challenge," Proc Int Conf on Calcareous Sediments, Perth, Australia, Vol 2, pp 333-342.
    • (1988) Proc Int Conf on Calcareous Sediments , vol.2 , pp. 333-342
    • King, R.1    Lodge, M.2
  • 8
    • 0025920506 scopus 로고
    • Field Test of Electro-osmotic Strengthening of Soft Sensitive Clay
    • Lo, KY, Ho, KS, and Inculet, II (1991). "Field Test of Electro-osmotic Strengthening of Soft Sensitive Clay," Canadian Geotech J, Vol 28, No 1, pp 74-83.
    • (1991) Canadian Geotech J , vol.28 , Issue.1 , pp. 74-83
    • Lo, K.Y.1    Ho, K.S.2    Inculet II3
  • 9
    • 0029416367 scopus 로고
    • First Application of Electro-osmosis to Improve Friction Pile Capacity - Three Decades Later
    • Milligan, V (1995). "First Application of Electro-osmosis to Improve Friction Pile Capacity - Three Decades Later," Proc Inst Civil Eng, Geotech Eng, Vol 113, pp 112-117.
    • (1995) Proc Inst Civil Eng, Geotech Eng , vol.113 , pp. 112-117
    • Milligan, V.1
  • 10
    • 15444370638 scopus 로고    scopus 로고
    • Mohamedelhassan, E, Shang, JQ, Ismail, MA, and Randolph, MF (2005). Electrochemical Cementation of Calcareous Sand for Offshore Foundations, Int J Offshore and Polar Eng, ISOPE, 15, No 1, pp 71-79.
    • Mohamedelhassan, E, Shang, JQ, Ismail, MA, and Randolph, MF (2005). "Electrochemical Cementation of Calcareous Sand for Offshore Foundations," Int J Offshore and Polar Eng, ISOPE, Vol 15, No 1, pp 71-79.
  • 12
    • 0023349365 scopus 로고
    • Pile Capacity in Calcareous Sands: State of the Art
    • Murff, JD (1987). "Pile Capacity in Calcareous Sands: State of the Art," J Geotech Eng, ASCE, Vol 113, No 5, pp 490-507.
    • (1987) J Geotech Eng, ASCE , vol.113 , Issue.5 , pp. 490-507
    • Murff, J.D.1
  • 13
    • 15544390219 scopus 로고
    • Electro-osmosis Dewaters Large Foundation Excavation
    • Perry, W (1963). "Electro-osmosis Dewaters Large Foundation Excavation," Construction Meth and Equip, Vol 45, No 9, pp 116-119.
    • (1963) Construction Meth and Equip , vol.45 , Issue.9 , pp. 116-119
    • Perry, W.1
  • 14
    • 11244345272 scopus 로고    scopus 로고
    • Some Aspects of Pile Skin Friction in Calcareous Sediments
    • Centre for Geotech Res, Univ of Sydney
    • Poulos, H (1999). "Some Aspects of Pile Skin Friction in Calcareous Sediments," Res Rept No R786, Centre for Geotech Res, Univ of Sydney.
    • (1999) Res Rept No R786
    • Poulos, H.1
  • 15
    • 33947633011 scopus 로고    scopus 로고
    • Rittirong, A, Shang, JQ, Ismail, MA, and Randolph, MF (2007). Effect of Electric Field Intensity on Electro-cementation of Caissons in Calcareous Sand, Int J Offshore and Polar Eng, ISOPE, 17, No 1, pp 74-79.
    • Rittirong, A, Shang, JQ, Ismail, MA, and Randolph, MF (2007). "Effect of Electric Field Intensity on Electro-cementation of Caissons in Calcareous Sand," Int J Offshore and Polar Eng, ISOPE, Vol 17, No 1, pp 74-79.
  • 16
    • 11244317123 scopus 로고    scopus 로고
    • Electrochemical Cementation of Offshore Calcareous Soil
    • Shang, JQ, Mohamedelhassan, E, and Ismail, M (2004). "Electrochemical Cementation of Offshore Calcareous Soil," Canad Geotech J," Vol 41, No 5, pp 877-893.
    • (2004) Canad Geotech J , vol.41 , Issue.5 , pp. 877-893
    • Shang, J.Q.1    Mohamedelhassan, E.2    Ismail, M.3
  • 18
    • 0029513863 scopus 로고
    • Bearing Capacity of Circular Foundations on Soft Clay of Strength Increasing with Depth
    • Tani, K, and Craig, WH (1995). "Bearing Capacity of Circular Foundations on Soft Clay of Strength Increasing with Depth," Soils and Found, Vol 35, No 4, pp 21-35.
    • (1995) Soils and Found , vol.35 , Issue.4 , pp. 21-35
    • Tani, K.1    Craig, W.H.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.