Geotechnical Investigation Basics

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Questions and Answers

What is the primary purpose of drilling fluid in rotary drilling?

  • To provide support to the derrick
  • To increase the speed of the rotary drive
  • To cool and lubricate the drilling tool and carry debris to the surface (correct)
  • To reduce the downward thrust on the drilling rods

What is the primary difference between open-hole drilling and core drilling?

  • Open-hole drilling produces a continuous core sample, while core drilling does not.
  • Open-hole drilling is faster than core drilling.
  • Open-hole drilling uses a coring bit, while core drilling uses a cutting bit.
  • Open-hole drilling is used in soils, while core drilling is used in rocks. (correct)

Which type of soil is the Standard Penetration Test (SPT) most commonly used to evaluate?

  • Organic soils
  • Clayey soils
  • Silty soils
  • Granular soils (correct)

What is the primary function of the winch in a rotary drilling rig?

<p>To hoist and lower the drilling rods (C)</p> Signup and view all the answers

Which of the following field tests is NOT directly related to soil properties?

<p>Pressure Meter Test (PMT) (C)</p> Signup and view all the answers

In core drilling, what is the primary function of the diamond or tungsten carbide bit?

<p>To extract a continuous core sample (B)</p> Signup and view all the answers

What type of drilling bit is typically used in open-hole drilling?

<p>Cutting bit (A)</p> Signup and view all the answers

What is the main function of the drilling head in a rotary drilling rig?

<p>To provide downward thrust to the drilling rods (D)</p> Signup and view all the answers

What is the main purpose of Phase III, 'Detailed Soils Exploration', in a site investigation?

<p>To determine the geological structure, groundwater conditions, and obtain soil samples for testing. (A)</p> Signup and view all the answers

What is the significance of the preliminary reconnaissance or site visit (Phase II) in a site investigation?

<p>To get a general understanding of the topography, geology, and existing conditions of the site. (D)</p> Signup and view all the answers

What information from Phase I is crucial to compare with the current conditions during the site visit (Phase II)?

<p>The detailed soil profiles and groundwater levels from previous investigations. (D)</p> Signup and view all the answers

Which of the following is NOT a primary objective of detailed soil exploration (Phase III)?

<p>Assessing the potential for seismic activity in the area. (A)</p> Signup and view all the answers

Which of the following is NOT a crucial component of the soil exploration program outlined in the given content?

<p>Analyzing the chemical composition of the soil to determine its suitability for construction. (A)</p> Signup and view all the answers

Why is it necessary to include information about unusual soil conditions, water-bearing strata, and potential construction challenges in the final report (Phase IV)?

<p>To guide the design and construction process, mitigating potential risks and complications. (C)</p> Signup and view all the answers

Why are sampling instructions often modified after the first borehole is completed?

<p>To address unexpected soil conditions or changes in the geological structure encountered in the first borehole. (A)</p> Signup and view all the answers

What is the primary purpose of conducting in situ tests during soil exploration?

<p>To assess the soil's strength, compressibility, and other engineering properties in its natural environment. (D)</p> Signup and view all the answers

Which of the following is a potential issue with continuous flight augers?

<p>They can mix different soil types together during sampling. (D)</p> Signup and view all the answers

What is the primary function of the water jet in wash boring?

<p>To loosen and break up the soil. (B)</p> Signup and view all the answers

Why are hollow stem continuous flight augers preferred for obtaining undisturbed soil samples?

<p>They allow for the insertion of a sampler below the auger. (B)</p> Signup and view all the answers

How is the change of strata detected when using continuous flight augers?

<p>By the combination of drilling speed and sound produced. (C)</p> Signup and view all the answers

What is the main disadvantage of wash boring for obtaining soil samples?

<p>It mixes the soil samples together, making identification difficult. (C)</p> Signup and view all the answers

When is wash boring considered appropriate for subsurface exploration?

<p>When the primary goal is to advance the borehole for further testing. (A)</p> Signup and view all the answers

What is a key advantage of wash boring compared to continuous flight augers?

<p>It causes less disturbance to the soil immediately beneath the hole. (D)</p> Signup and view all the answers

Continuous flight augers are not suitable for soil boreholes that require casing. Why is this the case?

<p>The casing must be removed to drive the auger into the ground. (C)</p> Signup and view all the answers

What is the maximum depth that can be achieved with a hand auger?

<p>20m (B)</p> Signup and view all the answers

Which method of soil investigation is considered non-destructive?

<p>Auger boring (A)</p> Signup and view all the answers

What is a significant limitation of test pit excavation?

<p>It is difficult to obtain undisturbed samples (D)</p> Signup and view all the answers

Which type of auger is best suited for boring in soft, cohesive soils?

<p>Hand auger (C)</p> Signup and view all the answers

What is the main purpose of the downward pressure applied during mechanical auger boring?

<p>To prevent the borehole from collapsing (C)</p> Signup and view all the answers

Which of the following IS NOT a type of mechanical auger?

<p>Hand Auger (B)</p> Signup and view all the answers

Which of these is a benefit of using test pits for soil investigation?

<p>Provides in-situ data and visual inspection. (D)</p> Signup and view all the answers

Which statement accurately describes the samples obtained from hand auger boring?

<p>Disturbed samples, suitable for classification tests. (C)</p> Signup and view all the answers

What is the standard weight of the hammer used in the SPT (Standard Penetration Test)?

<p>63.5 kg (C)</p> Signup and view all the answers

What is the specified maximum overall weight for the drive assembly (or trip hammer) in the SPT?

<p>115 kg (D)</p> Signup and view all the answers

What is the maximum permitted curvature for bent rods used in the SPT, expressed as a relative deflection?

<p>1/1000 (A)</p> Signup and view all the answers

What is the minimum depth required before an SPT can be performed?

<p>1 m (B)</p> Signup and view all the answers

What is the SPT N value recorded if the penetration under the dead weight of the rods and hammer exceeds 450 mm?

<p>0 (A)</p> Signup and view all the answers

When should an SPT test be terminated? (Select all that apply)

<p>When 75 mm penetration cannot be achieved after 100 blows (B), When the total number of blows, excluding the seating drive, reaches 200 (C)</p> Signup and view all the answers

What is one of the key advantages of the SPT compared to other in-situ tests like the Cone Penetration Test?

<p>It is a simpler and more versatile test that can be done with standard exploration equipment (A)</p> Signup and view all the answers

What is the main reason for the widespread use of the SPT?

<p>Its low cost, simplicity and versatility. (D)</p> Signup and view all the answers

Which of the following is NOT a type of boring mentioned in the text?

<p>Sonic boring (D)</p> Signup and view all the answers

Why are test pits and trenches considered limited in their application for soil investigation?

<p>They only provide information about the surface layer of soil. (C)</p> Signup and view all the answers

What is the primary purpose of boring or drilling in soil investigations?

<p>To obtain soil and rock samples for laboratory analysis. (A)</p> Signup and view all the answers

Geophysical methods are considered indirect methods because they ...

<p>rely on interpretations of data rather than direct observation. (C)</p> Signup and view all the answers

Which of these is a key advantage of geophysical methods compared to traditional boring methods?

<p>They provide information over a larger area in a shorter time. (A)</p> Signup and view all the answers

What is the main reason why both geophysical and boring methods are considered important for soil investigations?

<p>They complement each other by providing different types of data. (D)</p> Signup and view all the answers

Which of these is NOT a commonly used geophysical technique mentioned in the text?

<p>Magnetic Resonance Imaging (MRI) (D)</p> Signup and view all the answers

Why are geophysical techniques often used alongside traditional boring methods?

<p>To provide a more comprehensive understanding of the soil conditions. (B)</p> Signup and view all the answers

Flashcards

Subsurface Investigation

Methods to analyze soil and rock below the surface.

Geophysical Methods

Non-invasive techniques for assessing subsurface conditions using seismic or electrical variations.

Boring

The process of drilling a hole to collect soil or rock samples.

Auger Boring

A method of boring using a helical screw to drill into the ground.

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Wash Boring

A boring method that uses water to remove soil and collect samples.

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Ground Penetrating Radar (GPR)

A geophysical technique using radar pulses to image the subsurface.

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Electrical Resistivity

Measurement of how strongly soil resists electrical flow, used in geophysical testing.

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In-situ Tests

Tests performed on-site to evaluate soil properties directly in the field.

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Test Pits

Excavations for examining subsurface conditions up to 5m deep.

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Advantages of Test Pits

Non-destructive method, cost-effective, provides crucial preliminary data.

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Hand Auger

A simple, manual boring tool for soft cohesive soils, reaches up to 20m.

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Mechanical Auger

Power-operated augers ideal for deeper borings up to 50m.

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Soil Sample Types

Disturbed samples collected using augers for soil classification tests.

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Limitations of Hand Auger

Difficult to use in hard soils or when depth exceeds 10m.

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Auger Types

Includes hand, mechanical, helical, and flight augers for various soils.

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Borehole Depth

Maximum depths vary; hand augers 20m, mechanical augers up to 50m.

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Continuous Flight Augers

A drilling method using augers with a helical blade, can be solid or hollow stem.

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Hollow Stem Augers

Augers with a hollow center designed to obtain undisturbed soil samples.

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Undisturbed Soil Samples

Soil samples collected with minimal disturbance to their structure.

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Hydrostatic Pressure

The pressure exerted by fluids in a closed system, can affect drilling in sand.

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Soil Strata Identification

The process of recognizing different layers of soil during drilling.

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Limitations of Wash Boring

Challenges of wash boring include slow progress in gravel and mixing of samples.

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Drilling with Casing

A method requiring the removal of augers to drive casing into the borehole.

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Standard Penetration Test (SPT)

A soil testing method measuring penetration resistance with a hammer-driven sampler.

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SPT N Value

The number of blows required for 300 mm penetration after an initial seating drive.

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Seating Drive

Initial drive of 150 mm before measuring penetration in SPT.

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Test Drive

Blows applied to measure penetration resistance after the seating drive in SPT.

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Borehole Requirements

Drilling must be at least 1 meter deep before performing SPT.

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Drive Weight Specification

SPT requires a hammer weight of 63.5-kg for tests.

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Maximum Blow Count

Terminate SPT if 75 mm penetration not reached after 100 blows or 200 total blows.

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Rod Weight Limit

Maximum rod weight allowed is 10 kg/m for SPT.

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Rotary Drilling Rig

A drilling machine comprising a derrick, power unit, winch, pump, and drill head.

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Coring Bit

A cutting tool attached to the drilling rods to extract cylindrical samples from the ground.

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Drilling Fluid

Fluid pumped down the rods that cools, lubricates, and carries debris to the surface.

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Open-Hole Drilling

Drilling method for advancing holes in soils and weak rock without taking core samples.

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Core Drilling

Method that cuts an annular hole to extract an intact core sample, used in harder materials.

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Cone Penetration Test (CPT)

A field test using a cone to measure soil resistance and profile for engineering applications.

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Vane Shear Test (VST)

A field test to measure the shear strength of cohesive soils via a vane inserted into the soil.

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Phase I: Site Investigation

Collect existing data on site, including past reports and maps.

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Phase II: Site Visit

Preliminary site visit to assess current conditions against collected data.

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Phase III: Detailed Soils Exploration

Conduct in-depth analysis to assess soil layers and groundwater conditions.

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Soil Exploration Program

Plan involving test pits and soil borings for site analysis.

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Geophysical Exploration

Investigate subsurface conditions using geophysical methods.

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Soil Sampling Instructions

Guidelines for collecting soil samples including quantity and locations.

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Final Report Requirements

Document detailing soil conditions, exploration methods, and groundwater findings.

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Study Notes

Site Investigation

  • The first step in foundation investigation is obtaining preliminary information to plan the project.
  • The next step is subsurface exploration to understand soil and rock properties, impacting the foundation.

Specific Items Discussed

  • Document review
  • Purpose of subsurface exploration
  • Borings (soil samplers, sample disturbance, field tests, boring layout, depth)
  • Test pits and trenches
  • Preparation of logs
  • Geophysical techniques
  • Subsurface exploration (geotechnical earthquake engineering)
  • Subsoil profile

Prior Development

  • If a site had previous development, information on fill, septic systems, leach fields, storage tanks, and man-made structures is crucial.
  • This information is essential to understand possible impacts on the new development (utilities, pipelines, etc.).

Aerial Photographs and Geologic Maps

  • Aerial photographs are taken from aircraft at specific altitudes.
  • Engineering geologists interpret these photos, offering a three-dimensional view.
  • Geologic maps provide additional reference materials.

Purpose of Soil Investigations

  • Evaluate the site's suitability for the proposed project.
  • Enable adequate and economical design.
  • Disclose potential construction difficulties.

Phases of Soil Investigation

  • Phase I: Gather information (pile plan, structure type/size, loading conditions, previous reports, maps, and clippings).
  • Phase II: Reconnaissance visit, using Phase I information to compare current site conditions.
  • Phase III: Detailed soil exploration, determining geological structure, groundwater conditions, and collecting samples for lab tests.
  • Phase IV: Comprehensive report including soil description, exploration methods, profiles, and groundwater locations.

Soil Exploration Program

  • Involves test pits or borings.
  • Determine the need and extent of geophysical exploration;
  • Locate/number boreholes/test pits.
  • Plan depth of boreholes/test pits.
  • Methods of advancing boreholes.
  • Sampling instructions (number and possible location) for at least one borehole.
  • Indicate requirements for groundwater observations and in situ tests.

Methods of Soil Investigation

  • Geophysical methods: Seismic, electrical resistivity (variations in sound waves or electrical resistivity of soil formations). Test pits/trenches (shallow). Augers (shallow), Wash Boring, Rotary rigs (detailed soil investigations)

  • Boring or Drilling: used to obtain representative samples for lab tests and assess groundwater conditions

  • Geophysical Methods: Nondestructive technique providing information on soil, rock, hydrological, and environmental conditions; boring and test pits provide definite but time-consuming and expensive results.

Geophysical Techniques Indirect Methods

  • Ground Penetrating Radar (GPR)
  • Electromagnetic (EM)
  • Magnetic
  • Utility Locating
  • Seismic
  • Electrical Resistivity
  • Gravity
  • Very Low Frequency (VLF)

Advantages of Geophysical Techniques

  • Quick and cheaper than borings or test pits
  • Provide thorough area coverage
  • Provide less definitive results

Advantages of SPT

  • Low cost and easy-to-use, versatile.
  • Provides simple, universally applicable testing method.
  • No sophisticated equipment necessary.
  • Can provide information for hard-to-sample soils.

Field Tests

  • Standard Penetration Test (SPT): Used to determine density and compressibility of granular soils; used to check consistency of stiff cohesive soils and weak rocks; useful for evaluating liquefaction potential.
  • Cone Penetration Test (CPT): Electric probes with a 60° tip, high-speed continuous sampling and accuracy compared to drilling, low cost, reduces laboratory sample requirements; not for hard samples, only unconsolidated sediments.

Test Methods and Standards

  • Procedures for drilling, driving weight, anvil mass for SPT.
  • Incremental penetration, blow counts for seating and test drive (to determine N-value).
  • Total blow counts, increments of penetration.

Wash Boring

  • High-pressure water jet loosens soil and carries it to the surface.
  • Can be used in various soil types.

Rotary Drilling

  • Used mainly for rock investigations
  • Drilling tools (cutting or coring bit) which is attached to hollow rods.
  • Water or drilling mud lubricates the drilling tool.

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