Shelby tube is one of the most widely used devices for:
collecting undisturbed soil samples
The question asks about the primary use of a Shelby tube in geotechnical investigation. Understanding different soil sampling methods is crucial in civil engineering and geology.
A Shelby tube, also known as a thin-walled tube sampler, is a device specifically designed for collecting soil samples. It's a thin-walled metal tube, usually made of seamless steel tubing.
The tube is pushed into the soil at the bottom of a borehole using hydraulic pressure. The soil enters the tube as it is advanced. The thin wall and sharp edge minimize disturbance to the soil structure as it enters the tube. After pushing to the desired depth, the tube is twisted or a cutting shoe is used to detach the soil core at the bottom, and the sampler is then retrieved.
The main objective of using a Shelby tube is to obtain soil samples that represent the in-situ conditions as closely as possible. These are called undisturbed soil samples. Undisturbed samples are essential for conducting various laboratory tests, such as triaxial compression tests, consolidation tests, and permeability tests, which require the soil structure and moisture content to be preserved.
Let's look at the given options:
Based on the analysis, the most accurate description of the primary use of a Shelby tube is for collecting undisturbed soil samples.
The Shelby tube sampler is a standard tool in geotechnical investigations when undisturbed samples of cohesive soils (like clays and silts) are needed for detailed laboratory testing. Its design focuses on minimizing sample disturbance during collection.
| Feature | Description | Relevance to Shelby Tube |
|---|---|---|
| Primary Function | Collecting soil samples | Yes |
| Sample Type | Undisturbed or relatively undisturbed | Yes, key purpose |
| Suitable Soil Types | Cohesive soils (clays, silts) | Primary application |
| Method | Pushed into soil | Characteristic method |
| Application | Laboratory testing requiring preserved structure | Directly linked to undisturbed sample need |
Soil sampling is a critical part of geotechnical site investigation. The choice of sampler depends on the soil type and the required quality of the sample (disturbed vs. undisturbed).
Understanding the difference between disturbed and undisturbed samples and the tools used to collect them is fundamental in geotechnical engineering.
In order to minimize sampling disturbance the area ratio A r,\(\left( {{{\rm{A}}_{\rm{r}}} = \frac{{{\rm{D}}_{\rm{e}}^2 - {\rm{D}}_{\rm{i}}^2}}{{{\rm{D}}_{\rm{i}}^2}}{\rm{\;}}} \right)\) should be
Which one of the following is NOT a soil exploration technique?
If the sampler tube is pushed at the bottom of the bore hole to a distance of 585 mm with length of the sample recovered being 535 mm. Then the value of recovery ratio is ______.
If the inside diameters of the cutting edge and sample tube are 68 mm & 70 mm respectively and 76 mm & 74 mm are the outside diameters of the cutting edge and sample tube respectively, then outside clearance of the sampler is _______.
The type of soil sample collected using wash boring technique is __________.