Researchers evaluated the feasibility of using Cone Penetration Testing data to estimate resilient modulus in the field and to identify organic soils. Results show that while the statistical analysis model used by researchers was not sufficient to evaluate resilient modulus or organic soil content, this study provides groundwork for enhancing this model to further the use of CPT in the field
This paper presents how a change in cone penetration rate affects the measured cone resistance durin...
The cone penetration test (CPT) is widely used for in situ characterization of saturated or dry soil...
Road design is a complex, time-consuming, and very responsible process. To develop a high-quality an...
The objective of this work was to show that cone penetration testing (CPT) can be used for pavement ...
An innovative and simple approach is presented for estimation of the resilient modulus of subgrade s...
US Transportation Collection2000PDFTech ReportMohammad, Louay N.Titi, Hani H.Herath, AnandaLouisiana...
Resilient modulus is an important parameter to characterise the resilient behaviour of pavement mate...
The cone penetration test may be applied for estimation of the resilient modulus of subgrade soil. T...
PDFTech ReportFHWA/LA.00/35598-8GTSubgrade (Pavements)TestingCone penetrometersSoilsModulus of resil...
Cone Penetration Test (CPT) is a reliable technique for measuring subsurface soil friction, cohesion...
Dynamic cone penetrometer (DCP) has been used for decades to estimate the shear strength and stiffne...
The Cone Penetration Test (CPT) is widely used for determining in-situ properties of soil because of...
In-situ testing techniques have proven to be successful in improving the speed and reliability of ge...
Utilization of in-situ mass stabilization for geotechnical applications is increasing. Laboratory te...
The article deals with the derivation of correlation relations from the cone penetration test, which...
This paper presents how a change in cone penetration rate affects the measured cone resistance durin...
The cone penetration test (CPT) is widely used for in situ characterization of saturated or dry soil...
Road design is a complex, time-consuming, and very responsible process. To develop a high-quality an...
The objective of this work was to show that cone penetration testing (CPT) can be used for pavement ...
An innovative and simple approach is presented for estimation of the resilient modulus of subgrade s...
US Transportation Collection2000PDFTech ReportMohammad, Louay N.Titi, Hani H.Herath, AnandaLouisiana...
Resilient modulus is an important parameter to characterise the resilient behaviour of pavement mate...
The cone penetration test may be applied for estimation of the resilient modulus of subgrade soil. T...
PDFTech ReportFHWA/LA.00/35598-8GTSubgrade (Pavements)TestingCone penetrometersSoilsModulus of resil...
Cone Penetration Test (CPT) is a reliable technique for measuring subsurface soil friction, cohesion...
Dynamic cone penetrometer (DCP) has been used for decades to estimate the shear strength and stiffne...
The Cone Penetration Test (CPT) is widely used for determining in-situ properties of soil because of...
In-situ testing techniques have proven to be successful in improving the speed and reliability of ge...
Utilization of in-situ mass stabilization for geotechnical applications is increasing. Laboratory te...
The article deals with the derivation of correlation relations from the cone penetration test, which...
This paper presents how a change in cone penetration rate affects the measured cone resistance durin...
The cone penetration test (CPT) is widely used for in situ characterization of saturated or dry soil...
Road design is a complex, time-consuming, and very responsible process. To develop a high-quality an...