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131
Cyclic Shear Strength of Anisotropically Consolidated Sand
Cyclic Shear Strength of Anisotropically Consolidated Sand
Byung Tak Kim, | 한국지반공학회 | 2002 ,
132
Behavior of Soil-reinforced Retaining Walls in Tiered Arrangement
Behavior of Soil-reinforced Retaining Walls in Tiered Arrangement
Choong Sik Yoo, | 한국지반공학회 | 2002 ,
133
An Estimation of Long-term Settlements in the Large Reclamation Site and Determination of Additional Sampling Positions Using Geostatistics and GIS
An Estimation of Long-term Settlements in the Large Reclamation Site and Determination of Additional Sampling Positions Using Geostatistics and GIS
Lee Hyeog Jin, | 한국지반공학회 | 2004 ,
134
Evaluation of Ultimate Bearing Capacity on Granular Compaction Pile Considering Various Stresses in a Ground
Evaluation of Ultimate Bearing Capacity on Granular Compaction Pile Considering Various Stresses in a Ground
Kang Yun, | 한국지반공학회 | 2004 ,
135
Development of Innovative Prestressed Support Earth Retention System
Development of Innovative Prestressed Support Earth Retention System
Kim Nag Gyeong, | 한국지반공학회 | 2004 ,
136
A Study on Engineering Characteristics of Geotechnical Material Using By-Product Lime and Pieces of Waste KPS Beads
A Study on Engineering Characteristics of Geotechnical Material Using By-Product Lime and Pieces of Waste KPS Beads
Bang Yun Gyeong, | 한국지반공학회 | 2004 ,
137
An Experimental Study on Behavior Characteristics of the Pretension Soil Nailing Systems
An Experimental Study on Behavior Characteristics of the Pretension Soil Nailing Systems
Choe Yeong Geun, | 한국지반공학회 | 2004 ,
138
Fast Consolidation of Soft Clay due to Ultrasonic Energy
Fast Consolidation of Soft Clay due to Ultrasonic Energy
Kim Yeong Ug, | 한국지반공학회 | 2004 ,
139
Smear Effect on Consolidation Behaviors of SCP-improved Ground
Smear Effect on Consolidation Behaviors of SCP-improved Ground
Kim Yun Tae, | 한국지반공학회 | 2004 ,
140
Analysis on the Geo-reinforced Slope Using Upper Bound Theory
Analysis on the Geo-reinforced Slope Using Upper Bound Theory
Choi, Sang-Ho, | 한국지반공학회 | 2004 ,
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