Which one of the following is NOT a soil exploration technique?
Standard proctor test
Soil exploration is a crucial part of civil engineering projects. It involves investigating the subsurface conditions at a construction site to understand the soil and rock layers, their properties, and the groundwater conditions. This information is essential for designing foundations, retaining structures, and other geotechnical elements safely and economically.
Various techniques are used for soil exploration, ranging from simple methods like test pits to more advanced drilling and testing methods. The choice of technique depends on the project's requirements, the type of soil, and the depth of investigation.
Let's examine each option to determine if it is a soil exploration technique:
To further clarify, let's summarize the techniques:
| Technique | Type | Purpose | Soil/Ground Conditions | Sample Type |
|---|---|---|---|---|
| Auger Boring | Exploration | Investigate subsurface, collect samples | Cohesive, granular soils (shallow/moderate depth) | Disturbed |
| Standard Proctor Test | Laboratory Test | Determine compaction characteristics (OMC & MDD) | Laboratory soil sample | N/A |
| Wash Boring | Exploration | Investigate subsurface, collect samples | Various soil types | Highly disturbed |
| Rotary Drilling | Exploration | Investigate subsurface, collect samples | Various soil types, rock (greater depth) | Disturbed, undisturbed (with coring) |
Based on this analysis, the Standard Proctor Test is fundamentally different from the others as it is a laboratory test on a collected sample, not a method for investigating the ground in situ to collect samples or gather information about subsurface layers.
The question asks which option is NOT a soil exploration technique. We have determined that Auger boring, Wash boring, and Rotary drilling are all methods used for soil exploration. The Standard Proctor Test, however, is a laboratory test conducted on soil samples to evaluate their compaction properties. Therefore, it is not a soil exploration technique.
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
Shelby tube is one of the most widely used devices for:
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 __________.