... with built-up environments. This paper presents a case study of an 18 m deep excavation in West Bengal, India, constructed by secant piling in a top-down manner using multiple levels of anchors, to minimise the extent of excavation required in an environmentally sensitive area. The design measures taken...

... 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...

...-heads’ opening design for soft ground are expressed. The paper then mainly focuses on numerical studies using the discrete-element method (DEM) to evaluate the adaptability of the EPB system and cohesive and non-cohesive soils’ fluidity by changing the opening distribution on the cutter-head. Finally...

...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...

... to understand the failure mechanisms, the right approach to numerical simulations of its effects and the practical implications on lining design and membrane interface testing methodology. This paper addresses these issues. The paper first presents a conceptual relationship between the possible groundwater...

... settlements and the degree of consolidation with reasonable accuracy and can be used in initial design stages. 28 09 2021 01 03 2022 Emerald Publishing Limited: All rights reserved 2022 design foundations geotechnical engineering For high-rise towers and other heavy structures...

...C M MERRIFIELD; J M CAREY © Thomas Telford and ICE 1998 MANCHESTER UNIVERSITY BECHTEL WATER TECHNOLOGY Behaviour of ground anchorages under cyclic loading C. M. Merri®eld, BSc(Eng), PhD, CEng, MICE and J. M. Carey, BSc, MEng, PhD j In the design of grouted ground anchorages...

... TRIALS FIELD EARTHWORKS DESIGN COST EFFECTIVE OPERATIONS MODELS MODELLING MCV MOISTURE CONDITIONS VALUE IN SITU SUCTION METEOROLOGY SCOTLAND UK Forecasting soil acceptability using ground and meteorological data I. G. N. Smith, BEng, PhD, J. Oliphant, BEng, PhD, CEng, MICE, S...

...J HEYMAN; C A COULOMB © Thomas Telford and ICE 1998 CAMBRIDGE UNIVERSITY SOILS THRUST ANALYSIS WALLS RETAINING SOIL MECHANICS MATERIALS COHESION FRICTION PHYSICAL PARAMETERS DESIGN RULES STATICS BEAMS STRENGTH ANGLES FRACTURE COLUMNS COHESIONLESS Coulomb's...

... GRAVEL CONTAMINANTS POLLUTANTS CEMENT PROPERTIES STRENGTH DURABILITY PERMEABILITY COMPRESSIBILITY LEACHATE PFA PULVERISED ASH FUEL FUEL ASH LIME RATIOS CHEMICAL WORKS DESIGN MATERIALS TESTS WEST DRAYTON MIDDLESEX LONDON ENGLAND UK Pilot in situ auger mixing...

...A PECKER; J P TEYSSANDIER DUMEZ GTM BRIDGES DESIGN SEISMIC FOUNDATIONS CABLE STAYED FOUR SPAN SPANS CABLES SOILS DEEP STRATA NORMAL CONSOLIDATION SILTY CLAYS MOTION GROUND ACCELERATION IMPACT ENVIRONMENT CONDITIONS STRUCTURES INTERACTION IMPROVEMENT PIERS SHEAR...

...D MUIR WOOD; D M WOOD; SECED; AFPS SOILS DEFORMATION PERMANENT EARTHQUAKES DESIGN STRUCTURES INTERACTION DYNAMIC SEISMIC FOUNDATIONS BRIDGES WALLS RETAINING PILES RESPONSES LIQUEFACTION PERFORMANCE GEOTECHNICS MATERIALS MODELLING MODELS SOIL PROPERTIES NUMERICAL...

...J PAPPIN; J RAMSEY; E BOOTH; Z LUBKOWSKI; DASYS © Thomas Telford and ICE 1998 OVE ARUP PILES SEISMIC RESPONSES DESIGN STUDIES SOILS SOFT DEFORMATION EARTHQUAKES STRUCTURES WAREHOUSES BRIDGES JETTIES METHODS ANALYSIS PILING MODELLING MATHEMATICAL MODELS SHEAR...

...R S STEEDMAN Seismic design of retaining walls R. S. Steedman, BSc, MPhil, PhD, CEng, FICE, FRSA Proc. Instn Civ. Engrs Geotech. Engng, 1998, 131, Jan., 12±22 j Field evidence of the behaviour of retaining walls in recent earthquakes has continued to show a wide range of performance, implying...

... soft ground often require the use of reinforcement to produce an economic design whilst ensuring stability during construction. The amount of reinforcement is dependent on the geometr y of the embankment and the strength characteristics of both the embankment and the subsoil. Limit equilibrium methods...

...A K C SMITH; S C R LO; K S LI; T CAMERON The assessment of characteristic pile resistance in limit state design S.-C. R. Lo, K. S. Li and T. Cameron Proc. Instn Civ. Engrs Geotech. Engng, 1997, 125, Oct., 250±252 Paper 10833 A. K. C. Smith, Fugro Ltd The authors have demonstrated that it is dif®...

... with the design loads. The dif®culties encountered are described and conclusions drawn. Introduction This paper presents the results of load monitoring in temporary earthwork support struts at three sites and describes the temporary works involved. The instrumentation and monitoring were carried out generally...

...P BROUGHTON; T R ALDRIDGE; N B NAGEL; DYNAFLOW; ABAQUS © Thomas Telford and ICE 1997 PHILLIPS PETROLEUM IMPERIAL COLLEGE FUGRO FOUNDATIONS DESIGN PLATFORMS EKOFISK SUBSIDENCE GEOTECHNICS STEEL PILED JACKETS FINITE ELEMENTS ANALYSIS CRUST MEASUREMENT MOVEMENT...

...M L LINGS © Thomas Telford and ICE 1997 BRISTOL UNIVERSITY PILES SAND SHAFTS RESISTANCE DRIVEN PREFORMED PREDICTION METHODS EMPIRICAL TENSION TESTS SHEAR STRESS SOILS PENETRATION DESIGN DISPLACEMENT RESIDUAL MODELS LOADS DENSITY FAILURES COMPRESSION EARTH...

... used in geotechnical design for over thirty years. They are included in Eurocode No. 7: Geotechnical design both as a direct design method speci cally developed for pressuremeter testing and indirectly to produce mechanical properties. The direct method includes calculations of bearing resistance...