Results 241 to 250 of about 3,932 (298)
Soils and Foundations, 2015 While many spread footings constructed on clayey soils are designed using consolidation settlement analyses for the serviceability limit state (SLS), immediate settlement, or undrained displacement, of the footing may also contribute a significant ...
Armin W Stuedlein
exaly +2 more sources
Probabilistic limiting tolerable displacements for serviceability limit state design of foundations
Geotechnique, 2005 The design of a geotechnical work should satisfy both the ultimate limit state and serviceability limit state requirements. The limit state design approach addresses various performance requirements and aims to accommodate uncertainties. At present, most
Limin Zhang
exaly +2 more sources
Georisk, 2023 The design of foundations is often governed by the serviceability limit state (SLS) requirements of the supported structure, particularly for large spread foundations.
Jayne M Han +2 more
exaly +2 more sources
Some of the next articles are maybe not open access.
Related searches:
Related searches:
Serviceability Limit States: Deflection
Journal of Structural Engineering, 1986The reliability of floor and roof deflections due to occupancy and snow loads, respectively, and of lateral frame deflections due to wind loads is examined. These deflections are determined for unfactored code‐specified loads, and they are not to exceed professionally established deflection limits. Firstorder, second‐moment probabilistic theory is used
Theodore V. Galambos, Bruce Ellingwood
openaire +1 more source
Development of Partial Factors for Serviceability Limit State Design of Large-diameter Bored Piles
HKIE Transactions, 2009 The serviceability requirement of foundations in terms of total settlement can be expressed using predicted settlement and limiting tolerable settlement with necessary modifications for group effects and system effects.
Fan, Chu Lai, Limin, Zhang
exaly +2 more sources
Tunnelling and Underground Space Technology, 2012 The observational design method which uses extensometers to measure the displacements during cavern construction and then adopt these data for back analysis does not always guarantee satisfactory performance because the displacements provide little ...
Wengang Zhang, Anthony T C Goh
exaly +2 more sources
Serviceability Limit States: Connection Slip
Journal of the Structural Division, 1982The serviceability limit state for slip of bolted steel joints is the slip-resistance. The statistical properties of the parameters which define this resistance are presented and analyzed. Based on these properties, and using First-Order Second-Moment probabilistic analysis, limit-states design criteria are developed for friction-grip bolted joints.
Theodore V. Galambos +2 more
openaire +1 more source
A STATE-DEPENDENT POLLING MODEL WITH k-LIMITED SERVICE
Probability in the Engineering and Informational Sciences, 2009We consider a two-queue model with state-dependent setups, in which a single server alternately serves the two queues. The high-priority queue is served exhaustively, whereas the low-priority queue is served according to the k-limited strategy. A setup at a queue is incurred only if there are customers waiting at the polled queue.
Winands, E.M.M. +3 more
openaire +5 more sources
LRFD of shallow foundations at the service limit state
Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, 2010The design of shallow foundations typically involves two-steps: (1) the calculation of ultimate bearing capacity based on general bearing capacity theories and (2) the calculation of maximum contact pressure to produce an allowable total settlement. The allowable bearing capacity for the shallow foundation system is the lesser of the ultimate bearing ...
L.A. Roberts, A. Misra
openaire +1 more source