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Keywords: bearing capacity
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Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2026) 179 (1): 124–141.
Published: 02 January 2026
.... The purpose of this paper is to find an optimal way of numerically modelling tapered displacement piles installed in dry and saturated soil conditions and adopt the empirical relationships for predicting the bearing capacity components of this type of displacement pile incorporating the installation effects...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2025) 178 (4): 494–507.
Published: 05 December 2024
...Mansha Mushtaq, PhD; Jagdish Prasad Sahoo, PhD Investigations into the bearing capacity of foundations near a vertical cut considering saturated or dry soil are available; however, in the field, soil is unsaturated. The resistance of soil against shear foundation failure in unsaturated soil...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2024) 177 (6): 733–742.
Published: 02 December 2024
...° to 47.8° (0.15D) for crushed brick and concrete materials are calculated, which are slightly higher than those determined from tests on Type 1 material. 18 12 2022 26 05 2023 Emerald Publishing Limited: All rights reserved 2024 bearing capacity in situ testing shear...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2024) 177 (4): 414–431.
Published: 13 September 2024
...Pragyan Paramita Das, PhD; Vishwas N. Khatri, PhD A prediction model for the bearing capacity estimation of strip and ring footing embedded in layered sand is proposed using soft computing approaches, namely, artificial neural network (ANN) and random forest regression (RFR). The required data...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2024) 177 (2): 158–168.
Published: 12 April 2023
...Andrew S. Lees, PhD, MICE, CEng; Abid Ali, PhD, MIEAust Stronger granular layers are often placed as working platforms over weaker sand subgrade. The design of a working platform involves the calculation of a two-layer bearing capacity under rectangular loading. Existing design methods are either...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2023) 176 (4): 402–418.
Published: 18 March 2022
... to evaluate the consolidation mechanism. The findings revealed that excess pore water pressure dissipation was the primary cause of the short-term evolution of the pile's bearing capacity. The dissipation of excess pore water pressure lowered the void ratio and increased the strength and stiffness...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1998) 131 (1): 4–11.
Published: 01 January 1998
... STRENGTH INERTIA FORCES HYDRODYNAMICS WATER PRESSURE DRIVEN HOLLOW STEEL SOIL NAILING NAILS NAILING GEOTECHNICS RESPONSES VERIFICATION BEARING CAPACITY FINITE ELEMENTS MODELS STEP BY STEP INTEGRATION PROFILES ANALYSIS NON LINEAR RION ANTIRION PATRAS GREECE EUROPE...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1997) 125 (4): 230–241.
Published: 01 October 1997
...A H SOUBRA; COULOMB © Thomas Telford and ICE 1997 ENSAIS BEARING CAPACITY SEISMIC STRIP FOOTINGS SHALLOW CONDITIONS METHODS PSEUDO STATIC STATIC FORCES INERTIA UPPER BOUNDS LIMIT ANALYSIS FAILURES MECHANISMS SANDWICH CALCULATIONS SHEAR ZONES WEDGES FLOW RULES...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1997) 125 (3): 155–167.
Published: 01 July 1997
... PROGRAMS PULL OUT LOADS MOBILISATION DEFORMATION TENSILE FORCES STRUCTURES METHODS PREDICTION GROUND INSERTION LIMIT STATE GLOBAL SHEARING EXPERIMENTS RESPONSES ELASTIC BEARING CAPACITY Analysis of soil nailing using tension Proc. Instn and shear: experimental observations Civ. Engrs...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1997) 125 (2): 65–70.
Published: 01 April 1997
... correction factor for vertical stress and pile slenderness ratio (shaft resistance) Nq pile bearing capacity factor p9 mean effective stress (kPa) pa atmospheric pressure (ˆ 100 kPa) qb ultimate pile bearing stress (kPa) S total shaft resistance (kN) t sand characteristic for relative density computa- tion...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1997) 125 (2): 97–108.
Published: 01 April 1997
... derived formulae developed from observations or indirect use of mechanical properties in theoretically derived formulae modi ed by observations. Both of these methods are practised in the UK and are incorporated in Eurocode No. 7.1 2. For example, bearing capacities of cohesionless deposits are based...
Journal Articles
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (1996) 119 (3): 186–192.
Published: 01 July 1996
...V M TROUGHTON; M STOCKER; P A THOMPSON © Thomas Telford and ICE 1996 WESTPILE BAUER SPECIALTIEFBAU PILES BASES SHAFTS GROUTED GROUTING SAND LOADS BEARING CAPACITY DESIGN CAPACITY POSTGROUTING CANARY WHARF LONDON UK INFORMAL DISCUSSION Base and shaft grouted...

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