[图书][B] Principles and practice of ground improvement

J Han - 2015 - books.google.com
Gain a stronger foundation with optimal ground improvement Before you break ground on a
new structure, you need to analyze the structure of the ground. Expert analysis and …

Physical and numerical modelling of strip footing on geogrid reinforced transparent sand

J Chen, X Guo, R Sun, S Rajesh, S Jiang… - Geotextiles and …, 2021 - Elsevier
This paper presents the results of laboratory scale plate load tests on transparent soils
reinforced with biaxial polypropylene geogrids. The influence of reinforcement length and …

Bearing capacity of strip footings seated on unreinforced and geosynthetic-reinforced granular layers over spatially variable soft clay deposits

R Jamshidi Chenari, RJ Bathurst - Journal of Geotechnical and …, 2023 - ascelibrary.org
In the literature, the influence of spatial variability of the undrained shear strength of
foundation soils on the bearing capacity of footings is limited to footings seated directly on …

Three-dimensional finite element modelling of a full-scale geosynthetic-reinforced, pile-supported embankment

RK Rowe, KW Liu - Canadian Geotechnical Journal, 2015 - cdnsciencepub.com
The performance of four sections of a full-scale embankment constructed on soft soil is
examined using a fully coupled and fully three-dimensional finite element analysis. The four …

[HTML][HTML] Ultimate bearing capacity analysis of strip footings on reinforced soil foundation

Q Chen, M Abu-Farsakh - Soils and Foundations, 2015 - Elsevier
Reinforced soil foundations (RSFs) have been employed in engineering practice to increase
the soil bearing capacity and to reduce the potential footing settlement. The aim of this study …

Influence of geosynthetic stiffness on bearing capacity of strip footings seated on thin reinforced granular layers over undrained soft clay

RJ Chenari, RJ Bathurst - Geotextiles and Geomembranes, 2023 - Elsevier
Thin granular fill layers are routinely used to aid the construction of shallow footings seated
over undrained soft clay foundations and to increase their load capacity. The influence of …

Experimental and numerical analysis of large scale pull out tests conducted on clays reinforced with geogrids encapsulated with coarse material

MR Abdi, AR Zandieh - Geotextiles and Geomembranes, 2014 - Elsevier
The pullout test is one of the methods commonly used to study pullout behavior of
reinforcements. In the current research, large pullout tests (ie 100× 60× 60 cm) have been …

Shaking table tests on soil retaining walls reinforced by polymeric strips

AK Panah, M Yazdi, A Ghalandarzadeh - Geotextiles and Geomembranes, 2015 - Elsevier
The seismic behavior of reinforced soil retaining walls with polymeric strips is examined. A
series of 1-g shaking table tests were employed on 80 cm high reinforced-soil wall models …

Design and construction of geocell foundation to support the embankment on settled red mud

TG Sitharam, A Hegde - Geotextiles and Geomembranes, 2013 - Elsevier
This paper presents the case history of the construction of a 3 m high embankment on the
geocell foundation over the soft settled red mud. Red mud is a waste product from the Bayer …

Experimental and numerical studies on protection of buried pipelines and underground utilities using geocells

AM Hegde, TG Sitharam - Geotextiles and Geomembranes, 2015 - Elsevier
This paper presents the results of the laboratory model tests and the numerical studies
conducted on small diameter PVC pipes, buried in geocell reinforced sand beds. The aim of …