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이규환(Lee kyu-Hwan),정대석(Jung Dae-Suck),박찬덕(Park Chan Duk) 한국구조물진단유지관리학회 2006 한국구조물진단학회 학술발표회논문집 Vol.10 No.1
Over the past decade land reclamation has become a common practice in many parts of the world including Korea, Japan, China, and Hong Kong. The seabed along the shore lines of these regions is typically thick marine sediments. The hydraulic fill used for land reclamation is often dredged form the seabed. In the ground improvement, the most important thing is settlement estimation. Construction period, costs and stability of structure are influenced by settlement estimate result. But, to foreign case as well as domestic specially, in the case of dredging reclamation The error is happening fairly greatly between predicted and measured settlement. Serviceability limit states are controlled by the deformations that structure can undergo. This aspect involves a correct design of foundations to ensure that the supported structure fulfills it functions. This paper deals with the prediction of settlement of soft ground. An analysis of some currently used methods to estimate settlements is presented.
이규환 ( Lee Kyu-hwan ),정대석 ( Jung Dae-suck ),박찬덕 ( Park Chan Duk ) 한국구조물진단유지관리공학회 2006 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.10 No.1
Over the past decade land reclamation has become a common practice in many parts of the world including Korea, Japan, China, and Hong Kong. The seabed along the shore lines of these regions is typically thick marine sediments. The hydraulic fill used for land reclamation is often dredged form the seabed. In the ground improvement, the most important thing is settlement estimation. Construction period, costs and stability of structure are influenced by settlement estimate result. But, to foreign case as well as domestic specially, in the case of dredging reclamation The error is happening fairly greatly between predicted and measured settlement. Serviceability limit states are controlled by the deformations that structure can undergo. This aspect involves a correct design of foundations to ensure that the supported structure fulfills it functions. This paper deals with the prediction of settlement of soft ground. An analysis of some currently used methods to estimate settlements is presented.