The verification of subsoil parameters based on back analysis of a bridge
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Published:
Jun 11, 2014
Issue Vol. 13 No. 2 (2014)
Articles
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Application of the ANFIS to analysis of results from soil testings
007-015
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Physicochemical and mechanical properties of selected cohesive soils of Lublin region used in waterproofing applications
017-024
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Monitoring the movements of the building founded on expansive clays
025-032
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Compressibility of kaolinite treated with fly ash from fluidized bed combustion
033-038
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The verification of subsoil parameters based on back analysis of a bridge
039-048
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Identification of local organic soils based on cone penetration test results
049-056
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The meaning of effective soil parameters for determining of the bearing capacity of cohesive soils
057-064
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Modulus of Elasticity of Concretes from Polish and Ukrainian Crushed Aggregates from Igneous Rocks
065-072
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Properties of the lightweight aggregate modified with the spent zeolite sorbents after sorption of diesel fuel
073-083
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The Application of Berkovich nanoindenter to the study of interfacial transition zone in concretes containing fly-ash
085-092
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The influence of the fineness of metakaolin on the properties of self-compacting underwater concrete
093-098
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Standard term concrete families on the example of continuous production of Spiroll slabs
099-108
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Diagnosis of 100 years old concrete from M. Lutoslawski Bridge in Lublin
109-118
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The introductory evaluation of possibility of using waste perlite powder in building polymer composites
119-126
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Non-autoclaved aerated concrete made of modified binding composition containing supplementary cementitious materials
127-134
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The quality index for produced concrete and reliability in relation to the small size sample
135-141
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Calculation possibilities and Eurokod 3 requirements used to calculate internal forces in shell structures
143-151
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Numerical analysis of soil-steel bridge
153-161
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Wind tunnel tests of wind action on a high-rise building
163-171
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Comparison of computed and measured dynamic characteristics of industrial chimney by GPS technology
173-182
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GFRP sandwich composite with PET core in shell structure of footbridge
183-190
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Determination of tensile strength of concrete and rocks by using the Brazilian test in the confrontation with the failure criteria
191-200
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Model investigations of Strouhal number of iced cable of cable-stayed bridge
201-208
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Experimental buckling path of compressed bars under displacement control
209-214
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Natural vibrations of a beam on stochastic two-layered subsoil with significantly different thickness
215-222
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The effect of compression design elements for the development of theater-Tell caused by the subway movement
223-230
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Research on FRP decks for road bridge applications
231-238
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Wind action on flat roofs
239-246
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Wind action on steel chimneys according to standards
247-256
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FRP composite materials strengthening of flat steel elements
257-264
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Operation of a steel-concrete composite beam considering slab cracking
265-274
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Application of a layered rubber composite to reduce dynamic effects on steel structures
275-282
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Ultrasonic modulated waves for diagnostics of concrete elements in bending
283-290
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Research on the FRP bridge girder under static load
291-298
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A study on propagation of elastic waves in steel bolted joints
299-306
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Numerical and experimental analysis of electromagnetic field propagation for ground penetrating radar inspection
307-315
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Preliminary studies of the dynamic and material parameters of reinforced concrete elements with the addition of zeolite tuffs
317-324
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The impact of values and modelling method on the static-strength work of a typical scaffolding
325-332
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The analysis of stages of creation and operation of scaffoldings with regard to safety of users
333-340
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Static work of scaffolding loaded by actual and standards driven wind forces
341-348
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The analysis of the deformation of single node in a modular scaffolding system
349-356
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Capacity analysis of steel scaffolding decks
357-365
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Risk aided design of building structures
367-374
Main Article Content
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Abstract
The paper presents the analysis of foundation of the road bridge. The numerical calculation of the bridge abutment was made in FEM Software with subsoil modelled as solid defined by Cam Clay model. Number of calculations was made by using variable parameters of soil. Results were compared with geodetic measurements. Soil properties designated by lab test and geological boreholes, were verified with computer back analysis results.
Keywords:
foundation design, Cam Clay, subsoil, back analysis
Article Details
Nepelski, K. (2014) “The verification of subsoil parameters based on back analysis of a bridge”, Budownictwo i Architektura, 13(2), pp. 039–048. doi: 10.35784/bud-arch.1876.
