Skip to Main Content
Keywords: bearing capacity
Close
Follow your search
Access your saved searches in your account

Would you like to receive an alert when new items match your search?
Close Modal
Sort by
Journal Articles
Proceedings of the Institution of Civil Engineers - Ground Improvement (2025) 178 (3): 211–223.
Published: 01 May 2025
... and numerical simulation. The investigation focused on the evolution of excess pore water pressure, deformation, and pile bearing capacity. Results indicated that vacuum negative pressure drainage could induce rapid initial dissipation of pore water pressure, followed by a slower rate. Excess pore pressure...
Journal Articles
Journal Articles
Proceedings of the Institution of Civil Engineers - Ground Improvement (2024) 177 (4): 284–295.
Published: 08 April 2024
... on the model studies, the study proposes a sustainable polyethylene–sand–soft soil model, which shows 155 and 56% higher ultimate bearing capacity (BC) than soft soil and sand-reinforced soft soil foundations. The changes in BC occur due to the reinforcement action of the polyethylene reinforcement, which...
Journal Articles
Proceedings of the Institution of Civil Engineers - Ground Improvement (2023) 176 (4): 249–260.
Published: 23 April 2022
... studied. The lateritic soil was sieved into grade B and grade D soils. Each grade of soil is mixed with BA at varying content and their bearing capacity and permeability properties were tested. The California bearing ratio (CBR) samples were compacted at optimum water content (OWC) and OWC + 2%. At OWC...
Journal Articles
Proceedings of the Institution of Civil Engineers - Ground Improvement (2006) 10 (4): 165–172.
Published: 01 October 2006
... for the analysis of this network, and the second and third parts analyse the performance of the micropile network under lateral and vertical loads. Analysis shows that the inclination of micropiles results in an improvement of both the tiffness and the bearing capacity of the micropile network. Les micropiles...
Journal Articles
Proceedings of the Institution of Civil Engineers - Ground Improvement (2006) 10 (3): 125–132.
Published: 01 July 2006
... foundations. The test results indicate that this type of reinforcement increases the bearing capacity of subgrades and modifies the load–displacement behaviour of the footing. Skirt factors are proposed that take into account the variables that affect the bearing capacity, and they are used within the general...
Journal Articles
Proceedings of the Institution of Civil Engineers - Ground Improvement (2004) 8 (4): 171–177.
Published: 01 January 2004
...M. Y. Al-Aghbari; Y. E.-A. Mohamedzein Tests on footing models were carried out to study the behaviour of strip footings with structural skirts resting on sand. The use of structural skirts improved the bearing capacity of strip footings by a factor of up to three. The improvement depends...
Journal Articles
Proceedings of the Institution of Civil Engineers - Ground Improvement (2004) 8 (2): 69–75.
Published: 01 January 2004
...T. G. Sitharam; S. Sireesh This paper describes laboratory model tests to determine the bearing capacity of an embedded circular footing supported by multiple layers of geogrid-reinforced sand beds. The embedment depth ratio of the footing was varied from zero to 0·6. The tests were conducted...
Journal Articles
Proceedings of the Institution of Civil Engineers - Ground Improvement (2003) 7 (3): 111–115.
Published: 01 July 2003
...S. K. Dash; S. Sireesh; T. G. Sitharam Laboratory model test results for the bearing capacity of circular footings supported by geocell-reinforced sand beds are presented. Footing load–settlement response, deformations at the fill surface, strains in the geocell wall and pressure distributions...
Journal Articles
Proceedings of the Institution of Civil Engineers - Ground Improvement (2000) 4 (3): 111–125.
Published: 01 January 2000
.... Design process for DM bearing capacity deep soil mixing design methods & aids embankments slope stability To achieve the full benefit of ground improvement using deep mixing (DM) technology, it is necessary for the design engineer to know the merits and the limitations...
Journal Articles
Proceedings of the Institution of Civil Engineers - Ground Improvement (2000) 4 (3): 91–110.
Published: 01 January 2000
... dans le calcul géomatériel du DM. There are numerous factors that influence the strength of artificially cemented ground. Some factors contributing to the results of a laboratory strength test are as follows: © 2000 Thomas Telford Ltd 2000 bearing capacity deep soil mixing testing...
Journal Articles
Proceedings of the Institution of Civil Engineers - Ground Improvement (1998) 2 (4): 157–163.
Published: 01 October 1998
... and unloading soil samples in the oedometer and in the triaxial apparatus the elastic part of strains was determined, and for this part the elastic modulus of strain was calculated. 03 02 1998 24 04 1998 © Thomas Telford and ICE 1998 Bearing capacity design methods & aids model...
Journal Articles
Proceedings of the Institution of Civil Engineers - Ground Improvement (1998) 2 (4): 179–188.
Published: 01 October 1998
... of the piles was evaluated in terms of the change of the soil degradation factors. The soil degradation factor increased 4·6, 14·6 and 2% after the first, second and third treatment phases, respectively. 10 06 1998 12 08 1998 © Thomas Telford and ICE 1998 Bearing capacity clay electro...
Journal Articles
Proceedings of the Institution of Civil Engineers - Ground Improvement (1998) 2 (3): 93–101.
Published: 01 July 1998
... : Bearing capacity; design methods & aids; foundations; numerical modelling & analysis; steel reinforcement On sait treÁs bien que le comportement d'assise de sol arme peut eÃtre preÂvu avec un degre d'exactitude raisonnable en utilisant une meÂthode d'analyse rigoureuse en eÂleÂments ®nis aÁ chaque...

or Create an Account

Close Modal
Close Modal