Hydraulic structures with defective sheet pile walls
نویسندگان
چکیده
منابع مشابه
Net pressure analysis of cantilever sheet pile walls
There are many methods for the analysis and design of embedded cantilever retaining walls. They involve various different simpli®cations of the net pressure distribution to allow calculation of the critical retained height. In the UK, it is commonly assumed that net pressure consists of the sum of the active and passive limiting pressure values. In the USA, the net pressure is commonly simpli®e...
متن کاملHRPP379-Time-dependent reliab... of anchored sheet pile walls
Flood defence maintenance strategies require understanding of the time-dependent behaviour of flood defences. Quantitative risk and reliability methods provide a rational decision-making basis for flood defence management. Failure mechanisms influencing the flood defence reliability are expressed by a limit state equation and organised in a fault tree. One or more random variables in the limit ...
متن کاملSeismic Earth Pressure Development in Sheet Pile Retaining Walls: A Numerical Study
Abstract: The design of retaining walls requires the complete knowledge of the earth pressure distribution behind the wall. Due to the complex soil-structure effect, the estimation of earth pressure is not an easy task; even in the static case. The problem becomes even more complex for the dynamic (i.e., seismic) analysis and design of retaining walls. Several earth pressure models have been de...
متن کاملStudy of Loose Soil Layer Effects on Excavations Supported by Steel Sheet Pile Walls – A Numerical Study
Abstract Steel sheet pile walls are being widely used in civil engineering projects for support systems. Soil is not uniform in depth, sometimes may be exit loose or soft soil layer in various depth. This issue can cause different effects on ground surface displacements, forces and moments acting on sheet piles and struts during excavation procedure, compared with status that soil is uniform...
متن کاملlaboratory study of vertical and inclined sheet pile effects on seepage control and sand boiling phenomenon through alluvial foundation of hydraulic structures
so far, for an analysis of seepage under hydraulic structures much research has beenconducted in the form of numerical models. however, few field and laboratory workshave been performed to study the boiling phenomena for evaluating numerical models.throughout the present work, a laboratory model was built to simulate seepage and itscontrolling measures under sheet piles. the model consisted of ...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: Dams and Reservoirs
سال: 2013
ISSN: 1368-1494,1756-8404
DOI: 10.1680/dare.13.00017