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161
Effect of Moisture on Tensile Strength in Sand
Effect of Moisture on Tensile Strength in Sand
Tae Hyung Kim, | 한국지반공학회 | 2002 ,
162
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 ,
163
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 ,
164
Development of Innovative Prestressed Support Earth Retention System
Development of Innovative Prestressed Support Earth Retention System
Kim Nag Gyeong, | 한국지반공학회 | 2004 ,
165
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 ,
166
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 ,
167
Numerical Analysis of Confining Effect Due to Geosynthetics Wrapping Compacted Soil Specimen
Numerical Analysis of Confining Effect Due to Geosynthetics Wrapping Compacted Soil Specimen
Kim Eun La, | 한국지반공학회 | 2004 ,
168
Stability Analysis and Design of the Pretension Soil Nailing System
Stability Analysis and Design of the Pretension Soil Nailing System
Park, Si-Sam, | 한국지반공학회 | 2004 ,
169
Bearing Capacity of Shallow Foundation on Geosynthetic Reinforced Sand
Bearing Capacity of Shallow Foundation on Geosynthetic Reinforced Sand
Won, Myoung-Soo, | 한국지반공학회 | 2004 ,
170
해성점토의 물리적 특성과 압축지수의 상관성
해성점토의 물리적 특성과 압축지수의 상관성
김동후 ( Kim Dong Hu ), | 한국지반공학회 | 2003 ,
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