... to optimise design and construction. One of the key challenges of the construction works was to prevent damage to adjacent structures, including the historic Savile House building built in 1897, which directly abutted the east wall of the excavation and the Civil War ramparts, which abut Mansfield College...

... held on 30 August. challenges construction design geotechnical engineering needs of society Lyesse Laloui – vice-president of the ISSMGE for Europe 2022–2026 (Chairman) Marc Ballouz – president of the ISSMGE 2022–2026 Laura Caldeira – president of LNEC, Lisbon Eduardo...

... in terms of the rock mass permeability and the required drawdown. The cases analysed, which cover a wide range of construction activities and associated dewatering depths, provide one of the most comprehensive studies of dewatering techniques on randomly fractured rock to date. Comparison of the ranges...

... workability of the specimens during sample preparation. Therefore, further investigations could be performed considering a wider range of soil types, w/g ratios and others factors not considered in this study. 17 04 2021 16 08 2021 ICE Publishing: All rights reserved 2021 construction...

...A R PICKLES; R TOSEN © Thomas Telford and ICE 1998 HONG KONG AIRPORT AUTHORITY LAND RECLAMATION SETTLEMENT AIRPORTS CONSTRUCTION SITES GROUND CONDITIONS PREDICTION TESTS IN SITU LABORATORIES RESIDUAL GEOLOGY CRUST CLAYS SILT GRAVEL SAND FILL ROCKS ROCKFILL...

...D M HILLER; V S HOPE; BS 7385; TRL Groundborne vibration generated by mechanized construction activities D. M. Hiller, BSc, MSc, CEng and V. S. Hope, MA, PhD Proc. Instn Civ. Engrs Geotech. Engng, 1998, 131, Oct., 223±232 Paper 11515 j Groundborne vibration is one of many ways in which...

...C C HIRD; D RUSSELL; R A JEWELL The stability of single-stage constructed reinforced embankments on soft clay Proc. Instn Civ. Engrs Geotech. Engng, 1996, 125, Oct., 191±205 Paper 11083 C. C. Hird, PhD, CEng, MICE, D. Russell, PhD, and R. A. Jewell, PhD, CEng, MICE j Embankments constructed over...

...C D F ROGERS; GLENDINNING; S; T E J ROFF © Thomas Telford and ICE 1997 LOUGHBOROUGH UNIVERSITY SOILS CLAYS LIME MODIFICATION CONSTRUCTION DELAYS WET WEATHER INITIAL CONSUMPTION PLASTICITY ATTERBERG LIMITS TESTS PROPERTIES QUICKLIME CALCIUM OXIDE DEHYDRATION...

...S P MARCHAND Temporary support to basement excavations and strut load monitoring S. P. Marchand, BA (Cantab CEng, FICE, MIStructE Proc. Instn Civ. Engrs Geotech. Engng, 1997, 125, July, 141±154 Paper 11063 j The temporary ground support systems used for the construction of three separate basements...

...M J TOMLINSON; SIR B BAKER; AIREY; LEWIS; I K BRUNEL; BERNAYS © Thomas Telford and ICE 1997 METROPOLITAN RAILWAY RAILWAYS UNDERGROUND EARTH RETAINING STRUCTURES TUNNELLING TUNNELS HISTORY NINETEENTH CENTURY BEHAVIOUR CONSTRUCTION OPEN CUT CUT AND COVER METHODS...

... 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...

... to continue to be, a perennial problem for excavations in water-bearing ground. The geotechnical process of construction dewatering (or more properly groundwater control) has arisen to deal with these problems, but is sometimes viewed as more of an art than a science. This is especially the case where...

...H J LIAO; M CHENG GEOTECHNICS STRUCTURES UNDERPASSES CONSTRUCTION GROUNDWATER TABLES ROADS CITIES PIPEROOFED WATERTIGHT PIPEROOFS PIPES JACKED PIPEJACKING TEMPORARY RETAINING EXCAVATION SANDY LAYERS SAND SOILS GROUTING ROOFS GROUND SETTLEMENT UNDERGROUND ENGINEERING...

...N A TRENTER; J A CHARLES; BRE © Thomas Telford and ICE 1996 SIR WILLIAM HALCROW BUILDING RESEARCH ESTABLISHMENT BRE FILL MODELS SPECIFICATIONS BUILDING CONSTRUCTION GROUND MOVEMENT CONTROL BEHAVIOUR MATERIALS DAMAGE BUILDINGS STRUCTURES LOW RISE SITE INVESTIGATION...

... with respect to time and temperature and had a flat frequency response from DC to 5 kHz. The amplifier and battery were housed in a steel cabinet for protection against damage arising from blasting and other construction operations. A circuit was added to sense the voltage loss across the battery down...

...H TSUJI; T SAWADA; M TAKIZAWA; ICSMFE © Thomas Telford and ICE 1996 ICSMFE JAPAN RAILWAY CONSTRUCTION PUBLIC CORPORATION TAISEI CORPORATION TUNNELS ACCIDENTS INUNDATION UNDERSEA SUBMARINE UNDERWATER SEA GEOLOGY GEOTECHNICS CONSTRUCTION PILOT SERVICE FLOODING...

...J A CHARLES; K S WATTS; BRE FILL MATERIALS COLLAPSE POTENTIAL ASSESSMENT BUILDING CONSTRUCTION DRY COMPRESSION MOISTURE CONTENT INFILTRATION WATER GROUNDWATER GROUND MOVEMENT STRUCTURES INVESTIGATIONS TREATMENT COMPACTION METHODS MEASUREMENT PROCEDURE BOREHOLES TESTS...

...M LONG © Thomas Telford and ICE 1995 OVE ARUP PILES STEEL BEHAVIOUR TUBULAR DRIVEN MUDSTONE LAMINATED JETTIES INSTALLATION DRIVING TESTS RESISTANCE FAILURES REDRIVING ROCKS BEDROCK GEOLOGY SITES DESIGN CONSTRUCTION FOUNDATIONS REMEDIAL ACTION SITE INVESTIGATION...

...L J WHITWORTH; N THOMSON © Thomas Telford and ICE 1995 OVE ARUP PILES DESIGN CONSTRUCTION LOADS TESTING STARSOL TESTS METHODS FOUNDATIONS OFFICES TRIAL CLAYS PEAT PILING CONCRETE ESTIMATING CAPACITY SOFT GROUND CONDITIONS PERTH SCOTLAND UK...

...W G K FLEMING © Thomas Telford and ICE 1995 CEMENTATION PILING & FOUNDATIONS PILES PILING CONTINUOUS FLIGHT AUGER CFA MONITORING CONTROL FORMATION CONSTRUCTION RELIABILITY LOADS BEARING PERFORMANCE SOILS COHESIONLESS ELECTRONIC INSTALLATION MODELS BORING...