Cone penetration test (CPT) results on an ~20 year old, hydraulically placed pulverised fuel ash (PFA) deposit are reported, along with the results of oedometer compression tests on ‘undisturbed’ specimens recovered during the site investigation and resedimented PFA samples. The latter showed that aged PFA can undergo significant secondary compression. The correlation between volume compressibility and cone resistance, mv=1/(αqc), is fitted to compressibility data from undisturbed samples to determine α. The resulting CPT compressibility profile shows good agreement with compressibility trends for aged PFA estimated from the tests on resedimented ash. It is therefore recommended that a value of α=11 should be used for normally consolidated,...
A cavity expansion–based solution is proposed in this paper for the interpretation of CPTu data unde...
The Cone Penetration Test (CPT) is a simple and versatile test that is becoming more popular in Mala...
In this study, cone penetration test data is correlated to vane shear and triaxial undrained shear s...
Cone penetration test (CPT) results on an ~20 year old, hydraulically placed pulverised fuel ash (PF...
Many industrial processes result in the production of silt sized waste materials which may be dispos...
The paper describes the performance of a 5.3-m trial embankment constructed on approximately 45 m of...
Despite the continuous developments in the Cone Penetration Test (CPT), the Standard Penetration Tes...
In modern era, a construction of infrastructure projects necessitates a geotechnical investigation, ...
This paper describes a project-based cone penetration test (CPT) calibration on a carbonate sand fil...
AbstractDespite the continuous developments in the Cone Penetration Test (CPT), the Standard Penetra...
The Cone Penetration Test (CPT) is widely used for determining in-situ properties of soil because of...
Correlations between cone penetration resistance and liquefaction resistance of sandy soils are exam...
This report focuses on the evaluation of the factors affecting cone resistance measurement during co...
This Project has studied the use of cone penetration test (CPT) for ground investigation (GI) in Tsu...
Cone Penetration Test (CPT or CPTu) is commonly used for estimating soil types and also for the geot...
A cavity expansion–based solution is proposed in this paper for the interpretation of CPTu data unde...
The Cone Penetration Test (CPT) is a simple and versatile test that is becoming more popular in Mala...
In this study, cone penetration test data is correlated to vane shear and triaxial undrained shear s...
Cone penetration test (CPT) results on an ~20 year old, hydraulically placed pulverised fuel ash (PF...
Many industrial processes result in the production of silt sized waste materials which may be dispos...
The paper describes the performance of a 5.3-m trial embankment constructed on approximately 45 m of...
Despite the continuous developments in the Cone Penetration Test (CPT), the Standard Penetration Tes...
In modern era, a construction of infrastructure projects necessitates a geotechnical investigation, ...
This paper describes a project-based cone penetration test (CPT) calibration on a carbonate sand fil...
AbstractDespite the continuous developments in the Cone Penetration Test (CPT), the Standard Penetra...
The Cone Penetration Test (CPT) is widely used for determining in-situ properties of soil because of...
Correlations between cone penetration resistance and liquefaction resistance of sandy soils are exam...
This report focuses on the evaluation of the factors affecting cone resistance measurement during co...
This Project has studied the use of cone penetration test (CPT) for ground investigation (GI) in Tsu...
Cone Penetration Test (CPT or CPTu) is commonly used for estimating soil types and also for the geot...
A cavity expansion–based solution is proposed in this paper for the interpretation of CPTu data unde...
The Cone Penetration Test (CPT) is a simple and versatile test that is becoming more popular in Mala...
In this study, cone penetration test data is correlated to vane shear and triaxial undrained shear s...