... the value of integrating InSAR-based monitoring with geotechnical interpretation and field verification to assess subsidence risk in critical coastal infrastructure. Corresponding author Luis Alberto Ramírez-Meléndez (s243021@stud.spmi.ru) Conflicts of interest The authors declare...

... and Indraratna, 2014). Similar transient impacts also occur in offshore or transportation infrastructures, where falling objects or vehicle impacts generate localised but intense stress waves in the soil (Jiang and Zhao, 2025 Zagyapan and Fairfield, 2002). In situ monitoring of soil response under these loads...

...Brian Sheil; Zhandos Orazalin; Ganga Prakhya; Barbara Rossi This paper describes the design, contruction and monitoring of a complex urban excavation in stiff Oxford Clay. The project was novel for its complex curved basement excavation in stiff UK soil and the use of the observational method...

...Cheng Wei Kwang; Ying Chen It is common practice to monitor the performance of structural elements in deep excavation projects for construction safety, particularly when measuring the load of supporting props. However, the accuracy of prop axial force derived from vibrating wire strain gauge (VWSG...

..., and some dynamic tests. Response of the piled foundations comprising 399 bored piles supporting three 70-storey towers on a common mat was monitored. Records consist of results of a static loading test, dynamic tests of four piles, the development of load in 15 piles, and settlement of 40 points during...

... n − 1 The flow strain at timestep n (ε_(f)n) may be given by the relationship proposed by Acker and Ulm (2001) : field instrumentation geotechnical engineering monitoring strain tunnels & tunnelling a₁...

... and blue-sky excavation to enable phased delivery of the project. Temporary single-level props enabled blue-sky construction by managing ground movements. Ground movements associated with the basement construction and impact on third-party assets were monitored to validate the design using three...

...Xiao Bing Xu, PhD; Yi Huai Liang, MEng; Qi Hu, PhD; Hong Liang Yao, MEng; Wen Ming Shen, PhD An innovative design of assembled H-shaped steel struts (AHSS) with servo system is introduced for the deep excavation of a T-shaped subway interchange station in soft soil. Analysis of the field monitored...

... while the concourse tunnel was itself being constructed. These events will be highlighted when the stress results are presented. Figure 1. Plan of tunnels at Heathrow Express Terminal 4 station, showing location of concourse tunnel and layout of monitoring points and instruments (from van der...

... behaviour of the ground has been carefully monitored. The major principal strain increments in the ground around these critical excavations, using a very light support, were about 0´2% or smaller. The stiffness for a strain range from about 0´0001% to about 1´0% was evaluated by triaxial compression (TC...

...S P MARCHAND COSTAIN CONSTRUCTION EXCAVATIONS BASEMENTS SUPPORTS TEMPORARY STRUTS LOADS MONITORING GROUND CONSTRUCTION WORKS TEMPERATURE DESIGN EARTHWORKS STOTHARD PLACE SPITALFIELDS FINSBURY CIRCUS LONDON BELFRY REDHILL UK Temporary support to basement...

... BORING ROTARY CFA CONTINUOUS FLIGHT AUGER INCLINOMETERS PROBES CABLES TOOLS MONITORING GROUND MOVEMENT CONSTRUCTION HIGHWAYS SUBSURFACE PILING EXCAVATIONS CONSTRUCTION RETAINING WALLS TOLERANCES GROUNDWATER SITES PROFILES CLAYSTONE BANDS LONDON ENGLAND UK MAHMOUD...

... SITES PREPARATION DISPOSITION PLACEMENT QUALITY ASSURANCE MONITORING HAZARDS SETTLEMENT HEAVE HOUSES BENCHING COMPACTION TESTS TESTING PERFORMANCE TRENTER AND CHARLES granular and cohesive fills derived from natural Decomposition of organic matter. Large soils and rocks, there are many...

...W G K FLEMING; R S OSBOURNE; R SMYTH OSBOURNE © Thomas Telford and ICE 1996 PILES PILING CFA CONTINUOUS FLIGHT AUGER MONITORING CONTROL TORQUE PENETRATION SOILS DISCUSSION The understanding of continuous Proc. Instn Civ. Engrs flight auger piling,its monitoring...

...A A RODGER; G S LITTLEJOHN; H XU; D C HOLLAND RODGER ET AL. (see Fig. 2). A digital meter was used for direct reading of the load cells after the remote monitoring system had been disconnected. The meter houses an intelligent microprocessor, which is capable of recording and storing 500 readings...

...J A CHARLES; R M C DRISCOLL; J J M POWELL; P TEDD; BRE © Thomas Telford and ICE 1996 BUILDING RESEARCH ESTABLISHMENT BRE RESEARCH BUILDING GEOTECHNICS SOIL MECHANICS HISTORY MONITORING FIELD PERFORMANCE INSTRUMENTATION INSTRUMENTS GROUND MOVEMENT MEASUREMENT SITES SOIL...

... on construction schedules. 7. Examples of creepsettlementobtained by the monitoring of both earth/rockfill embank- ments and opencast sites as presented in the literature2-5 are reproduced in Figs 1 and 2. These indicate the scale and nature of creep settlement for a range of different sites. The opencast sites...

...I UL HAQ; I U HAQ © Thomas Telford and ICE 1996 WAPDA DAMS SEEPAGE RESOLUTION RESERVOIRS EARTHFILL EARTH FILL ALLUVIUM FOUNDATIONS UPSTREAM IMPERVIOUS BLANKETS COLLAPSE SINKHOLES CRACKS WELLS RELIEF EMPTYING MONITORING TREATMENT BARGES DUMPING CONTROL...

... MUFFLE BUCKETS MUFFLING LOADING DESIGN LOADS DYNAMIC DISPLACEMENT FRAGMENTS ROCKS DAMAGE SAFETY WIDENING BLAST VIBRATIONS RESERVOIRS TAIL POOLS MONITORING EXPLOSIVES EXPLOSIONS DEFORMATION GROUND ATTENUATION UPPER KOLAB ORISSA INDIA ASIA Innovative cautious...

... DETERIORATION MONITORING METHODS CALCULATING Proc. Instn Civ. EGnegorstech. Engng. 1995,113, Oct., 226-232 Determinationof the rollingresistance of articulated dump trucks on chalk GrounBd oard G.S. Wood,BEng, J.R.Osborne, BSc, CEng, MICE, and M.C. Forde, BEng, 226 GeotechnicalEngineering MSc, PhD, CEng...