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1
Lateral Earth Pressure Caused by Action on Earth Retaining Wall in Clay Foundation Ground with Consideration of Construction Speed
Lateral Earth Pressure Caused by Action on Earth Retaining Wall in Clay Foundation Ground with Consideration of Construction Speed
Im, Eun-Sang, | 한국지반공학회 | 2004 ,
2
Size Effect of Specimen and Aggregate on Fracture Characteristics of Cemented Sand
Size Effect of Specimen and Aggregate on Fracture Characteristics of Cemented Sand
Kim, Tae-Hoon, | 한국지반공학회 | 2004 ,
3
Lateral Earth Pressure Acting on Undergeound Retaining Structure in City Ground under Embankment Based on Centrifuge Model Tests
Lateral Earth Pressure Acting on Undergeound Retaining Structure in City Ground under Embankment Based on Centrifuge Model Tests
Eun Sang Im, Tai Hun Kim, | 대한토목학회 | 2004 ,
4
Dissipation of Excess Pore Water Pressure in Soft Clay Foundation Under Embankment
Dissipation of Excess Pore Water Pressure in Soft Clay Foundation Under Embankment
Eun-Sang Im,Jae-Hyouk Yang,Kwon-Soo Kang, | 대한토목학회 | 2003 ,
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