Destination-Sequenced Distance Vector Protocol (DSDV) is a proactive protocols available in Ad-Hoc mobile network where this protocol is not suitable for use on networks with high mobility because DSDV needs to update routing tables regularly if there is a link between nodes that is disconnected because there are nodes that move out of the transmission signal range and the AODV protocol is a protocol that matches high mobility because it is reactive. So that in a stable route search can be done by selecting a route that has a small chance of being interrupted. LET algorithm is used in the DSDV protocol to find the most stable route by knowing the estimated time between two nodes to remain connected based on the position, speed and range of the transmission signal then compared with the AODV routing protocol based on parameters such as throughput, packet delivery ratio and delay. The results showed that the S-DSDV routing protocol has better performance than the standard DSDV routing protocol. Key words : DSDV, Link Expiration Time, AODV, MANET, Routing Protocol
This employee filing information system has several features, including managing curriculum vitae, employee leaves, salary increase, and rank, retired, and transfer. The data is still stored conventionally, making the data search process very long. This system is desktop based and uses the Java programming language. The results of the questionnaire showed that as many as 24 respondents stated that they agreed to 80% and as many as 6 respondents stated that they strongly agreed to 20% for the use of this application. Keywords:
Pondasi tiang atau disebut juga pondasi dalam berfungsi untuk memikul dan menahan beban yang bekerja diatasnya yaitu beban konstruksi atas kelapisan tanah yang keras. Dalam perencanaan pondasi tiang harus dilakukan dengan teliti dan keamanan yang diterutamakan, termasuk mendukung beban maksimum yang mungkin terjadi. Tujuan dari studi ini untuk menghitung daya dukung pondasi Bored Pile dari data sondir memakai metode mayerhoff, menentukan ukuran dimensi pondasi bored pile, menentukan jumlah pondasi group yang memikul, dan metode pangumpulan data dengan metode observasi, pengambilan data dari kontraktor dan pengawas pelaksana dan melakukan studi keperpustakaan. Hasil dari perhitungan daya dukung pondasi Bored Pile sudah termasuk kategori aman dengan total sebesar 107,374 ton dan total daya dukung ijin sebesar 56,78 ton pada kedalaman 6,8 meter di satu titik, hasil analisis dimensi Bored Pile yang direncanakan berdiameter 40cm dengan titik sebanyak 41 perletakan dengan pondasi 6 tipe yaitu P1 terdapat 19 tiang, P2 terdapat 10 tiang, P3 terdapat 8 tiang, P4 terdapat 1 tiang, P5 terdapat 2 tiang, dan P6 terdapat 1 tiang, dan berdasarkan hasil analisis perhitungan jumlah jenis pondasi pile group sebanyak 6 jenis dengan jumlah tiang yang berbeda yaitu P1 menggunakan 1 tiang, P2 menggunakan 2 tiang, P3 menggunakan 3 tiang, P4 menggunakan 4 tiang, P5 menggunakan 5 tiang, dan P6 menggunakan 1 tiang
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