نتایج جستجو برای: ground strength reduction

تعداد نتایج: 819611  

M. Asadolahi Pajouhc P Malek Mohammadib seysd majddin Mir Mohammad Hosseini

The induced cracks on the concrete lining of the intake pressure tunnels may cause the water seep into the surrounding media leading to develop a hydro pressure on the external surface of the lining. In the common design practice, the lining can be designed to tolerate with this pressure using the Schleiss method. However, when the tunnel is constructed above the underground water, the seepage ...

Journal: :IEEE Computer Architecture Letters 2021

Most high performance general purpose processors leverage register renaming to implement optimizations such as move elimination or zero-idiom elimination. Those can be seen forms of strength reduction whereby a faster but semantically equivalent operation is substituted slower operation. In this letter, we argue that other reductions performed dynamically if input values instructions are known ...

Journal: :Journal of Environmental Conservation Engineering 1990

Sloshing due to ground motion develops large pressure on the walls of water retaining tanks. This paper evaluates the efficacy of padded walls on the reduction of sloshing effects in rectangular water storage tanks subjected to ground motion. An analytical solution based on velocity potential function is provided to obtain the response of  rigid and padded wall tanks in terms of the wave elevat...

2017
Jussi Rintanen

Computation of invariants, which are approximate reachability information for state-space search problems such as AI planning, has been considered to be more scalable when using a schematic representation of actions/events rather than an instantiated/ground representation. A disadvantage of schematic algorithms, however, is their complexity, which also leads to high runtimes when the number of ...

2008
FAISAL HAJI ALI NORMANIZA OSMAN

Vegetation can signiˆcantly contribute to stabilise sloping terrain by reinforcing the soil: this reinforcement depends on the morphological characteristics of the root systems and the tensile strength of single roots. This paper describes an investigation on the reinforcing eŠect of soil-root matrix in the laboratory using a modiˆed large shear box apparatus (300 mm×300 mm). Four diŠerent spec...

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