Evaluation of the shear strength and stiffness of frozen soil with a low water content
The characteristics of frozen soils are one of most important factors for foundation design in
cold region. The objective of this study is to evaluate the shear strength and stiffness of …
cold region. The objective of this study is to evaluate the shear strength and stiffness of …
Scour evaluation of offshore foundations by using ultrasonic reflection images and natural frequency variation
Local loss of geomaterials, which reduces the stability of the structures, around foundation of
offshore structure occurs due to the interaction between water and ground. The objective of …
offshore structure occurs due to the interaction between water and ground. The objective of …
[PDF][PDF] 함수비가낮은동결토의전단강도및강성평가
김상엽， 이종섭， 김영석， 변용훈 - The Journal of Engineering …, 2015 - researchgate.net
The characteristics of frozen soils are one of most important factors for foundation design in
cold region. The objective of this study is to evaluate the shear strength and stiffness of …
cold region. The objective of this study is to evaluate the shear strength and stiffness of …
[PDF][PDF] 초음파반사이미지와고유주파수변화를이용한해상기초구조물의세굴도평가
박기원， 변용훈， 최창호， 이종섭 - Journal of KOSHAM, 2013 - researchgate.net
Local loss of geomaterials, which reduces the stability of the structures, around foundation of
offshore structure occurs due to the interaction between water and ground. The objective of …
offshore structure occurs due to the interaction between water and ground. The objective of …
직접전단실험시구속조건에따른모래의전단거동평가
변용훈， 김영호， 송명준， 이종섭 - 한국지반환경공학회논문집, 2013 - dbpia.co.kr
사질토 지반에 근입된 말뚝의 주변부에서는 말뚝의 수직하중에 의한 전단변형 시,
반경방향으로의 변위가 구속된다. 이러한 연직변위 구속상태에서의 전단강도는 기존의 …
반경방향으로의 변위가 구속된다. 이러한 연직변위 구속상태에서의 전단강도는 기존의 …
Evaluation of Shear Behavior on Sands According to Confinement Condition in Direct Shear Test
Soils around a pile are highly constrained when the vertical load is applied to the pile.
However, the conventional direct shear test cannot evaluate the shear strength of the soils …
However, the conventional direct shear test cannot evaluate the shear strength of the soils …