• 제목/요약/키워드: ALPC

검색결과 3건 처리시간 0.017초

EPC 네트워크를 응용한 농.축산물 이력관리 시스템 설계 (Design of Agro-Livestock Products Traceability System using EPC Network)

  • 이명훈;여현
    • 한국정보통신학회논문지
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    • 제11권1호
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    • pp.216-221
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    • 2007
  • 본 논문에서는 RFID 기술을 이용한 EPC 네트워크(EPC Network)를 응용하여 농 축산물의 유통정보와 이력정보를 제공하고, 여기에 농 축산물 생산/재배환경을 원격으로 monitoring할 수 있는 USN(Ubiquitous Sensor Network)을 접목하여 새로운 농 축산물 이력관리 시스템(Agro-Livestock Products Traceability System)을 제안한다. 농업에 u-IT 기술을 적용하여, 생산${\rightarrow}$출하${\rightarrow}$유통의 단계를 본 논문에서 제안하는 하나의 ALPC,코드로 묶어서 유비쿼터스(ubiquitous) 환경에서의 농 축산물 생산/재배 기술과 농 축산물에 대한 다양한 정보를 이용자에게 빠르고 정확하게 제공하는 하는 것이 이 시스템의 목적이다. 제안된 농 축산물 이력관리 시스템을 사용함으로써 친환경 농산물 거래의 신뢰성을 확보할 수 있게 되고, 농가 소득 증대 및 소비자만족도를 높일 수 있어서, 농업의 경쟁력을 향상 시킬 수 있다.

A parametric study of settlement and load transfer mechanism of piled raft due to adjacent excavation using 3D finite element analysis

  • Karira, Hemu;Kumar, Aneel;Hussain Ali, Tauha;Mangnejo, Dildar Ali;Mangi, Naeem
    • Geomechanics and Engineering
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    • 제30권2호
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    • pp.169-185
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    • 2022
  • The urbanization and increasing rate of population demands effective means of transportation system (basement and tunnels) as well as high-rise building (resting on piled foundation) for accommodation. Therefore, it unavoidable to construct basements (i.e., excavation) nearby piled foundation. Since the basement excavation inevitably induces soil movement and stress changes in the ground, it may cause differential settlements to nearby piled raft foundation. To understand settlement and load transfer mechanism in the piled raft due to excavation-induced stress release, numerical parametric studies are carried out in this study. The effects of excavation depths (i.e., formation level) relative to piled raft were investigated by simulating the excavation near the pile shaft (i.e., He/Lp=0.67), next to (He/Lp=1.00) and below the pile toe (He/Lp=1.33). In addition, effects of sand density and raft fixity condition were investigated. The computed results have revealed that the induced settlement, tilting, pile lateral movement and load transfer mechanism in the piled raft depends upon the embedded depth of the diaphragm wall. Additional settlement of the piled raft due to excavation can be account for apparent loss of load carrying capacity of the piled raft (ALPC). The highest apparent loss of piled raft capacity ALPC (on the account of induced piled raft settlement) of 50% was calculated in in case of He/Lp = 1.33. Furthermore, the induced settlement decreased with increasing the relative density from 30% to 90%. On the contrary, the tilting of the raft increases in denser ground. The larger bending moment and lateral force was induced at the piled heads in fixed and pinned raft condition.