Buch, Englisch, 490 Seiten, Format (B × H): 152 mm x 229 mm, Gewicht: 929 g
Buch, Englisch, 490 Seiten, Format (B × H): 152 mm x 229 mm, Gewicht: 929 g
ISBN: 978-90-5410-027-0
Verlag: CRC Press
Proceedings of the 3rd International Symposium on Field Measurements in Geomechanics, dealing with instruments and measurement techniques, and data acquisition, processing and interpretation. No index. Annotation copyright Book News, Inc. Portland, Or.
Autoren/Hrsg.
Weitere Infos & Material
Volume II: 3. Use of field measurements as an aid in problem solving Wahleach power tunnel monitoring; Stress change and deformation monitoring for mine design - A case study; Features of in-situ stresses in coal layers with hard roofs; Field measurement and back analysis of deformation of 15 m span test tunnel in Xiaolangdi reservoir; To determine weathering rates of sandy mudstones by in situ test; Interactive use of field measurements and FEM for solving an open-pit mine stability problem; Monitoring of openpit mine face approaching a river; Determination of waste material properties by field tests; Deformations observed in driving of a trial gallery for the Bratislava Underground; Field measurements contribution to development study of Ein Furtaga as water resources, southern Sinai, Egypt; Geotechnical measurements during excavation of parallel drifts in a planned repository for low-level radioactive waste; Stress measurement on a steel construction in a freezing shaft during sinking; Field measurements in a multiple heater test to study the thermal and thermomechanical response of rock salt; In-situ determination of air permeability and diffusion properties of helium in sedimentary iron ore; Measurements to assess the stability of the Old Locks in Kiel; Two civil engineering cases of using advanced rock monitoring systems; Field measurements in oil and gas storage caverns at Neste Oy Porvoo Works; Convergence lines for a highway tunnel; Behaviour of a large oil storage tank foundation in the eastern coast of India; Experiences in the measurement of stresses and displacements in the Masua mine (Sardinia, Italy); Geomechanical and geophysical measurements in an underground marble Quarry; Experimental investigation on an instrumented reinforced earth wall; In situ penetration of a large scale instrumented model skirt pile; Full-scale testing for the dynamic characterization of foundation pilesl; Field measurements in the Frido Project; Field measurements applied to the construction of an underground railway station in Milan; Measurement of tension in culverts under high fills; Predicting the strength parameters of the post-flotation sediments using the CPT method; Monitoring performance of pile groups subjected to downdrag: Initial design considerations and installation procedures; Behaviour in service of an anchored diaphragm wall in stiff clay; Instrumentation and field measurements at the Tianjin East Pier project; Instrumentation and monitoring of a layered clay-sand reclamation; The use of field instrumentation as an aid to determine the behaviour of roller compacted concrete in an arch gravity dam; Interaction between soil and bored pile based on field tests; In-situ measurements for the control of the deformation behaviour of a shallow tunnel with a large cross-section excavated in urban areas; In-situ investigation for a large highway tunnel below an urban area in a complex soil mass with high porewater pressures; Assessment of the deformation behaviour of the jet-grouted arch support of Monteolimpino Railway Tunnel using in-situ measurements and back analysis; Site investigation for the construction of a railway tunnel in poorly cemented ‘Glimmersandstein’ under high in-situ pore pressure; The minimum misclassification model for evaluating soil liquefaction probability by SPT-N value; Prediction and monitoring of pile driving vibrations in the ‘St. Laurens’ church, Rotterdam; Geotechnical field techniques used in monitoring slope stability at a landfill; The forecast and control of the condensation of the reservoirs foundation containing silt by temporary embankment; Piles bearing capacity forecast based upon field tests carried out at foundations of buildings in use; Field measurements in soft clays; Field measurements of foundation settlement of multi-storey buildings on friction piles; Resonance frequencies in sands; Use of string dynamometer in complex field investigations of conical shape foundation on undermined territories.
