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مشارکت در اجرای پروژه های ژئوتکنیکی
بهسازی خاک
ستون سنگی
میکروپایل
پین پایل یا مینی پایل
تزریق نفوذی
تراکم دینامیکی
تراکم ضربه ای کوبشی
سیستم های زهکشی
سیستم چاهک های زهکشی نقطه ای با جذب ثقلی
گودبرداری و سازه های نگهبان در سواحل
مهار های خاکی
ژئوسنتتیک
مطالعات ساختگاه
انجام مطالعات ژئوتکنیک ساختگاه
تحلیل و طراحی پروژه های ژئوتکنیکی
کنترل ژئوتکنیکی پروژه ها
سایر خدمات
نصب لوله های جدار بند بدون تخلیه خاک
پروژه ها
بهسازی خاک
ستون سنگی
تزریق نفوذی
سیستم های زهکشی با جذب ثقلی
گودبرداری و سازه های نگهبان در سواحل
ژئوسنتتیک
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یکشنبه ۲۰ آبان ۱۴۰۳
مقالات
analysis of Behavior of stone columns and Lime Columns
analysis of flexible raft resting on soft soil improved by granular piles considering soil shear interaction
analysis of the behaviour of stone column stabilized soft ground supporting transport infrastructure
bearing capacity of geogrid reinforcedsand over encased stone columns in soft clay
complex conductivity response to silver nanoparticles in partially saturated sand columns
consolidation and deformation around stone columns numerical evaluation of analytical solution
improvement of soft bangkok clay using vertical geotextile band drains compared with granular pile
non-destructive characterization of stone columns by dynamic test application to the lower colonnade of the dome of the siena cathedral
seismic behavior of geosynthetic encased columns and ordinary stone columns
stone columns as liquefaction countermeasure in non-plastic silty soil
transport of imidazolium-based ionic liquids whith different anion cation species in sand soil columns
the role of deposition process on pressure dip formation underneath a granular pile
seismic response of adjacent dense and loose saturated sand columns
numerical simulation of improvement of a liquefiable soil layer using stone column and pile-pinning techniqus
consolidation and deformation around stone columns coparison of theoretical and laboratore results
deformation and consolidation around encased stone columns
liquefaction analyses of sandy ground improved by sand compaction piles
a mathematical model to study the soil arching effect in stone column-supported embankment resting on soft foundation soil kousik deb
analysis of stone column-supported geosynthic-reinforced embankments
effect of steel collars on the seismic behavior of exially-cracked historical stone columns
estimation of bearing capacity of floating group of stone columns
granular column collaps of wet sand
improved performance of soft clay fpundation using stone columns and geocall-sand mattress
influence of stone column installation on settlement reducetion
modeling of uniformly loaded circular raft restiny on stone column-improved ground
optimum design of stone column-improved soft soil using multiobjective optimization technique
response of multilayer geosynthetic-reinforced bed resting on soft soil with stone columns
structural analysis of stone masonry columns of the basilica s.maria di collemggio
numerical modelling of stone columns beneath arigid footing
laboratory model studies on unreinforced and geogrid-reinfoerced sand bed over stone column-improved soft clay
failure mechanism of geosynthetic stone columns in soft soil under embankment
groups of encased stone columns influence of column lenght and arrangement
influence of elastic strains during plastic deformation of encased stone columns
3D numerical analyses of geosynthetic encased stone columns
a homogenization approach for assessing the yield strength properties of stone column reinforced soils
bearing capacity of geosynthetic encased stone columns
costruction of geogride encased stone columns a new proposal based on labrotory testing
coupled discrte element-finite difference method for analysing the load-deformation behaviour of a single stone column is soft soil
developing a performance criteria for stone columns to improve surface pevement for weak subgrade conditions
discussion of geosynthetic-encased stone columns analytical calculation model by Bostjan Pulko Bojan Majan and Janko Logar geotextailes and geomembranes
experimental study for the mechanical characterization of tunis soft soil reinforced by a group of sand columns
improved soft clay characteristics due to stone column installation
performance of geosynthetic-reinforced granular pile in soft clays moder tests and numerical analysis
settlement performance of pad footings on soft clay supported by stone columns a numerical study
study of using the possibility of textile sand pile at the base of the automobile road folded by saline soils
vertical-drain consolidation using stone columns an analytical solution with an impeded drainage boundary under multi-ramp loading
finite element implementation of a homogenized constitutive law for stone column-reinforced foundation soils with application to the design og structure
ground imrovement using granular pile anchor foundation
improvement of soft soil using geogrid emcased stone columns
removal of bacteriophage coli T1 by sand columns using ca2+ as a filter AID
stability analysis of homogenized stone column reinforced foundations using a numerical yield design approach
the performance of a sand column internally reinforced with horizontal reinforcement layers
a nonlinear model for footings on granular bed–stone column reinforced earth beds
analysis of Behavior of Stone Columns and Lime Columns
coupled Discrete-Continuum Method for Studying Load-Deformation of a Stone Column Reinforces Rail Track Embankments
design andanalysesof floating stonecolumns
discrete element calculations of the impact of a sand column against rigid structures
distribution ofgroutmaterialwithin1-msandcolumnininsitucalcite precipitation technique
geosynthetic-encased stone columns Analytical calculation model
geosynthetic-encased stone columns Numerical evaluation
laboratory analysis of encased stone columns
multi-scale modelling of granular pile collapse by using material npoint method and discrete element method
reply to the discussion by Khabbazian, M., Meehan, C.L., and Kaliakin, V.N., on “Geosynthetic-encased stone columns Analytical calculation model”
uncertainty analysis of safety factor of embankment built on stone column improved soft soil using fuzzy logic a-cut technique
simplified homogenizationmethodinstonecolumndesigns
nonlinear analysisofinfinitebeamsongranularbed-stone column-reinforced earthbedsundermovingloads
modeling gravitational collapse of rectangular granular pilesin air and water
effects of particle diameter on flow characteristics in sand columns
fully coupled solution for the consolidation of poroelastic soil around geosynthetic encased stone columns
geosynthetic-encased stone columns in soft clay A numerical study
influence of geotextile encasement on the behaviour of stone columns Laboratory study
analysis of soft ground-granular pile-granural mat system
application of spectral Galerkin method for multilayer consolidation of soft soils stabilised by vertical drains or stone columns
experimental and numerical studies of geotextile encased stone columns in geological conditions of perm region of russia
numerical investigation of progressive development of granular pile with spherical and non-spherical particles
numerical study on ground improvement for liquefaction mitigation using stone columns encased with geosynthetics
settlement behavior of embankment on geosynthetic-encased stone column installed soft ground-a numerical investigation
stone column settlement performance in structured anisotropic clays the influence of creep
reinforced sandy piles for low-rise building
numerical parametric investigation in one-dimensional sand-geotextile columns
laboratory tests on geosynthetic-encapsulated sand columns
determination of release of organic cations from micelle-clay complexes and their re-adsorption in sand -clay columns
consolidation of composite foundation improved by geosynthetic-encased stone columns
consolidation of composite foundation improved by geosynthetic-encased stone columns
a preliminary investigation of nutrient enrichment in experimental sand columns and its effect on tropical intertidal bacteria and meiofauna
تمامی حقوق مادی و معنوی این وب سایت متعلق به شرکت اصلاح خاک آسیا می باشد . | طراحی سایت : ایران طراح
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