Compressional strength was measured on section halves using a Humbolt Manufacturing Pocket Penetrometer. The penetrometer is only suitable for sediment not affected by cementation (i.e., saturated, clay-rich, soft sediment). Shear strength can be calculated from the measured compressional strength. Compressional strength measurements should be considered only approximate, particularly because the influence of pore pressure changes during the undrained experiment cannot be estimated. Report includes compressional strength results, penetration direction, and adapter foot information
Shear strength was measured on section halves using a GEISA automated vane shear (AVS) frame and dev...
Shear strength was measured on section halves using a GEISA automated vane shear (AVS) frame and dev...
Shear strength was measured on section halves using a GEISA automated vane shear (AVS) frame and dev...
Compressional strength was measured on section halves using a Humbolt Manufacturing Pocket Penetrome...
Compressional strength was measured on section halves using a Humbolt Manufacturing Pocket Penetrome...
Unconfined compressive strength represents an important parameter for soil investigation report test...
The research was intended to enhance the understanding of penetrometer behaviour in normally consoli...
Strength interpretation from the measured penetration resistance of full-flow penetrometers, such as...
Shear strength was measured on section halves using a GEISA automated vane shear (AVS) frame and dev...
Full flow penetrometers (FFPs) such as T-bar and ball penetrometer provide reliable estimates of und...
This paper describes a centrifuge study using a range of penetrometer tests (T-bar, piezocone and fr...
In this study the applicability of the needle penetrometer is investigated. The needle penetrometer ...
Mining and excavation activities involve dealing with earth materials typically rock mass of varying...
The objective of this research was to show the effect of sample disturbance on the values of pre-con...
Shear strength was measured on section halves using a GEISA automated vane shear (AVS) frame and dev...
Shear strength was measured on section halves using a GEISA automated vane shear (AVS) frame and dev...
Shear strength was measured on section halves using a GEISA automated vane shear (AVS) frame and dev...
Shear strength was measured on section halves using a GEISA automated vane shear (AVS) frame and dev...
Compressional strength was measured on section halves using a Humbolt Manufacturing Pocket Penetrome...
Compressional strength was measured on section halves using a Humbolt Manufacturing Pocket Penetrome...
Unconfined compressive strength represents an important parameter for soil investigation report test...
The research was intended to enhance the understanding of penetrometer behaviour in normally consoli...
Strength interpretation from the measured penetration resistance of full-flow penetrometers, such as...
Shear strength was measured on section halves using a GEISA automated vane shear (AVS) frame and dev...
Full flow penetrometers (FFPs) such as T-bar and ball penetrometer provide reliable estimates of und...
This paper describes a centrifuge study using a range of penetrometer tests (T-bar, piezocone and fr...
In this study the applicability of the needle penetrometer is investigated. The needle penetrometer ...
Mining and excavation activities involve dealing with earth materials typically rock mass of varying...
The objective of this research was to show the effect of sample disturbance on the values of pre-con...
Shear strength was measured on section halves using a GEISA automated vane shear (AVS) frame and dev...
Shear strength was measured on section halves using a GEISA automated vane shear (AVS) frame and dev...
Shear strength was measured on section halves using a GEISA automated vane shear (AVS) frame and dev...
Shear strength was measured on section halves using a GEISA automated vane shear (AVS) frame and dev...