Table of Contents

PHASES OF A SOILS INVESTIGATION 

 
The scope of a soils investigation depends on 
  • The type, size, and importance of the structure; 
  • The client and Economy; 
  • The engineer’s familiarity with the soils at the site; and 
  • Local building codes. 
Structures that are sensitive to settlement such as machine foundations and high-use buildings usually require a more thorough soils investigation than a foundation for a house. A client may wish to take a greater risk than normal to save money and set limits on the type and extent of the site investigation.
     You should be cautious about any attempt to reduce the extent of a soils investigation below a level that is desirable for assuming acceptable risks for similar projects on or within similar ground conditions. 
    If the geotechnical engineer is familiar with a site, he/she may undertake a very simple soils investigation to confrm his/ her experience. Some local building codes have provisions that set out the extent of a site investigation. 
It is mandatory that a visit be made to the proposed site. 

A soils investigation has following components. 

  • The first component is done prior to design. 
  • The second component is done during the design process. 
  • The third component is done during construction. 
  • The second and third components are needed for contingencies. 
  • The first component is generally more extensive and is conducted in phases. 
 

Phases of SOIL INVESTIGATION are as follows: 

  • 1. DESK STUDY
  • 2.PRELIMINARY RECONNAISSANCE OR A SITE VISIT
  • 3.DETAILED SOIL EXPLORATION
  • 4.LABORATORY TESTING
  • 5.WRITE A REPORT
 

Phase I.  DESK STUDY

This phase is sometimes called “desk study.” It involves collection of available information such as a site plan; type, size, and importance of the structure; loading conditions; previous geotechnical reports; maps, including topographic maps, aerial photo- graphs, still photographs, satellite imagery, and geologic maps; and newspaper clippings. An assortment of maps giving geology, contours and elevations, climate, land use, aerial photos, regional seismicity, and hydrology are available on the Internet. Geographical information system (GIS)—an integration of software, hardware, and digital data to capture, manage, analyze, and display spatial information— can be used to view, share, understand, question, interpret, and visualize data in ways that reveal relationships, patterns, and trends. GIS data consist of discrete objects such as roads and continuous fields such as elevation. These are stored either as raster or vector objects. Google Earth can be used to view satellite imagery, maps, terrain, and 3D structures. You can also create project maps using Google Earth. 
 

Phase II. PRELIMINARY RECONNAISSANCE OR A SITE VISIT

 

Preliminary reconnaissance or a site visit to provide a general picture of the topography and geology of the site. It is necessary that you take with you on the site visit all the information gathered in Phase I to compare with the current conditions of the site. Your site visit notes should include: 
  • ■ Photographs of the site and its neighborhood. 
  • ■ Access to the site for workers and equipment. 
  • ■ Sketches of all fences, utility posts, driveways, walkways, drainage systems, and so on. 
  • ■ Utility services that are available, such as water and electricity. 
  • ■ Sketches of topography including all existing structures, cuts, flls, ground depression, ponds, and so on. 
  • ■ State of any existing building at the site or nearby. Your notes should include exterior and interior cracks, any noticeable tilt, type of construction (e.g., brick or framed stucco building), evidence of frost damage, molds, and any exceptional features. 
  • ■ Geological features from any exposed area such as a road cut. 
  • ■ Occasionally, a few boreholes, trenches, and trial pits may be dug to explore the site. 
 

Phase III. DETAILED SOIL EXPLORATION

Detailed soils exploration. The objectives of a detailed soils exploration are: 
■ To determine the geological structure, which should include the thickness, sequence, and extent of the soil strata. 
■ To determine the groundwater conditions. 
■ To obtain disturbed and undisturbed samples for laboratory tests. 
■ To conduct in situ tests. 
 

Phase IV.  LABORATORY TESTING

Laboratory testing. The objectives of laboratory tests are: 
■ To classify the soils. 
■To determine soil strength, failure stresses and strains, stress–strain response, permeabilities, compactibility, and settlement parameters.
Not all of these may be required for a project. 
 

Phase V. WRITE A REPORT

Write a report. The report must contain a clear description of the soils at the site, methods of exploration, soil strati-graphy, in situ and laboratory test methods and results, and the location of the groundwater. You should include information on and/or explanations of any unusual soil, water-bearing stratum, and any soil and groundwater conditions such as frost susceptibility or waterlogged areas that may be troublesome during construction. 
 
Key points 
1. A soils investigation is necessary to determine the suitability of a site for its intended purpose. 
2. A soils investigation is conducted in phases. Each phase affects the extent of the next phase. 
3. A clear, concise report describing the conditions of the ground, soil stratigraphyStratigraphy is a branch of Geology and the Earth Sciences that deals with the arrangement and succession of strata, or layers, as well as the origin, composition and distribution of these geological strata., soil parameters, and any potential construction problems must be prepared for the client
 
 
 

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[abstract]vk [accelerators]vk [admixtrure]vk [Aggregate]vk [agrregate test]vk [aquifer]vk [Batten]vk [beam]vk [Bitumen]vk [Bolt]vk [Booster]vk [Boussinesq theory]vk [Brick]vk [Bricks]vk [Bricks Study]vk [Building Materials]vk [canal]vk [cast]vk [cement]vk [CIVIL ENGINEERING]vk [Civil engineering amazing]vk [Civil engineering amazing projects]vk [class]vk [coat]vk [concrete]vk [Concrete Technology]vk [construction management]vk [Contra-flexure]vk [Cost]vk [Coulombs Theory]vk [Critical Flow]vk [Cseb]vk [csphcl exam previous year papers and admit cards]vk [docks and harbour]vk [elastic]vk [Electrical and Electronics]vk [electronics]vk [Engineer's-Knowledge]vk [ENVIRONMENTAL ENGINEERING]vk [Ese Civil 2023 questions]vk [estimate]vk [Ethics and Moral]vk [Facts-About-Engineering]vk [ferro cement]vk [first]vk [FlOW-NET]vk [FLUID MECHANICS]vk [FOUNDATION]vk [Frog]vk [Geo-technical-engineering]vk [Glass]vk [good]vk [HEART]vk [high]vk [High density concrete]vk [HIGHWAY ENGINEERING]vk [hydration]vk [Hydraulic jump]vk [important notes]vk [Instruments and Tools]vk [Iron]vk [Irrigation]vk [isochrones]vk [Job Updates & Opportunities]vk [lime]vk [Local shear failure]vk [low]vk [management]vk [mason]vk [Masonry]vk [maturity of concrete]vk [MCQ]vk [medium]vk [Mild steel]vk [mortar]vk [Optimum Compaction]vk [paint]vk [pig]vk [Plastering]vk [plastic]vk [Plasticizers]vk [prime]vk [problem]vk [Project Management]vk [properties]vk [Question-Answer]vk [quick lime]vk [Quick Revision]vk [Quick-Revision]vk [Rankine Theory]vk [RCC]vk [Recommended]vk [Reinforced Concrete Construction]vk [resection]vk [retarder]vk [RING]vk [rock]vk [scope]vk [seasoning]vk [second]vk [Self compacted]vk [sensitivity]vk [SHAKES]vk [Shear center]vk [shear strenght]vk [slope deflection method]vk [Soil exploration and Boring]vk [SOIL MECHANICS]vk [Soil Structure and Clay Mineralogy]vk [SOM]vk [Stability of Slope]vk [STAR]vk [steel]vk [Steel Engineering]vk [stiffeners]vk [stone]vk [Strength of Material]vk [Structural Steel Design]vk [structure analysis]vk [Subjects]vk [surveying]vk [syphon]vk [tack]vk [temperature]vk [templates]vk [Terzaghi Theory]vk [Test]vk [Tests]vk [third]vk [TILES]vk [timber]vk [tpes]vk [TRANSPORTATION ENGINEERING]vk [Tunnel]vk [Types of flow]vk [valuation]vk [value]vk [vee bee]vk [Wall]vk [wastage]vk [Water Supply]vk [Weld]vk [westergaard theory]vk [workability]vk
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