As características geotécnicas de um maciço como factores preponderantes na planificação e organização de obras de escavação subterrâneas - uma perspectiva sobre a produção

Com o presente documento pretende-se abordar e identificar os diferentes factores que influenciam directamente a produção e execução de uma escavação subterrânea, com especial relevo sobre a influência exercida pela geotecnia do maciço intersectado. Inicialmente são focados os principais aspectos a ter em conta na caracterização geotécnica de um maciço, seguindo-se uma introdução a diferentes métodos de escavação actuais e metodologias de suporte de uma obra subterrânea, com particular realce para os utilizados em maciços brandos. Depois de tratados estes conceitos, é apresentada uma obra subterrânea em execução que foi acompanhada durante 4 meses para efeitos de desenvolvimento deste estudo. Assim, são abordados neste documento diferentes aspectos construtivos, no que diz respeito à mão-de-obra utilizada, metodologias e técnicas aplicadas, redes técnicas auxiliares instaladas, produções e rendimentos verificados. De seguida e de modo a atestar a importância da caracterização geotécnica ao longo da obra, foi feito um estudo do maciço intersectado, relativamente às descontinuidades que o intersectam, litologia, alteração, e resistência à compressão. Para este último parâmetro foram utilizadas técnicas distintas mas complementares, nomeadamente o ensaio de carga pontual (em laboratório), e o esclerómetro portátil (in situ). Por último, tendo em conta os parâmetros e características presentes e as implicações que uma obra do género acarreta, são propostas de modo sucinto, técnicas alternativas de escavação do maciço cuja viabilidade de implementação seja possível no contexto em questão.

Providing Soft Bandwidth Guarantees Using Elastic TCP-based Tunnels

The best-effort nature of the Internet poses a significant obstacle to the deployment of many applications that require guaranteed bandwidth. In this paper, we present a novel approach that enables two edge/border routers-which we call Internet Traffic Managers (ITM)-to use an adaptive number of TCP connections to set up a tunnel of desirable bandwidth between them. The number of TCP connections that comprise this tunnel is elastic in the sense that it increases/decreases in tandem with competing cross traffic to maintain a target bandwidth. An origin ITM would then schedule incoming packets from an application requiring guaranteed bandwidth over that elastic tunnel. Unlike many proposed solutions that aim to deliver soft QoS guarantees, our elastic-tunnel approach does not require any support from core routers (as with IntServ and DiffServ); it is scalable in the sense that core routers do not have to maintain per-flow state (as with IntServ); and it is readily deployable within a single ISP or across multiple ISPs. To evaluate our approach, we develop a flow-level control-theoretic model to study the transient behavior of established elastic TCP-based tunnels. The model captures the effect of cross-traffic connections on our bandwidth allocation policies. Through extensive simulations, we confirm the effectiveness of our approach in providing soft bandwidth guarantees. We also outline our kernel-level ITM prototype implementation.

Perforated exit regions for the reduction of micro-pressure waves from tunnels

The authors are grateful to the following bodies that provided financial support for the project: (i) China Scholarship Council (20117 00029), (ii) National Natural Science Foundation of China (Grant no. U1334201) and (iii) UK Engineering and Physical Sciences Research Council (Grant no. EP/G069441/1).

Perforated exit regions for the reduction of micro-pressure waves from tunnels

The authors are grateful to the following bodies that provided financial support for the project: (i) China Scholarship Council (20117 00029), (ii) National Natural Science Foundation of China (Grant no. U1334201) and (iii) UK Engineering and Physical Sciences Research Council (Grant no. EP/G069441/1).

D3M: multicast listener mobility support mechanisms over distributed mobility anchoring architectures

The explosion in mobile data traffic is a driver for future network operator technologies, given its large potential to affect both network performance and generated revenue. The concept of distributed mobility management (DMM) has emerged in order to overcome efficiency-wise limitations in centralized mobility approaches, proposing not only the distribution of anchoring functions but also dynamic mobility activation sensitive to the applications needs. Nevertheless, there is not an acceptable solution for IP multicast in DMM environments, as the first proposals based on MLD Proxy are prone to tunnel replication problem or service disruption. We propose the application of PIM-SM in mobility entities as an alternative solution for multicast support in DMM, and introduce an architecture enabling mobile multicast listeners support over distributed anchoring frameworks in a network-efficient way. The architecture aims at providing operators with flexible options to provide multicast mobility, supporting three modes: the first one introduces basic IP multicast support in DMM; the second improves subscription time through extensions to the mobility protocol, obliterating the dependence on MLD protocol; and the third enables fast listener mobility by avoiding potentially slow multicast tree convergence latency in larger infrastructures, by benefiting from mobility tunnels. The different modes were evaluated by mathematical analysis regarding disruption time and packet loss during handoff against several parameters, total and tunneling packet delivery cost, and regarding packet and signaling overhead.