Page 10 - Geotechnical Engineering Soil and Foundation Principles and Practice
P. 10

Introduction
                                                                                              Introduction  5

                                                                                          Figure 1.3
                                                                                          This could have
                                                                                          been avoided.
                                                                                          Fill soil was
                                                                                          identified by
                                                                                          drilling, so part of
                                                                                          the house was
                                                                                          supported on piles.
                                                                                          What was not
                                                                                          recognized was
                                                                                          that the fill was on
                                                                                          top of an old
                                                                                          landslide that was
                                                                                          reactivated by
                                                                                          weight of the fill.



                  1.4.2  Site Walkabout
                  A site visit by a geotechnical engineer may be somewhat bewildering to spectators
                  as the engineer pokes around in adjacent hillsides or ravines, or even goes across the
                  street or around the corner to observe existing structures. Such a seemingly casual
                  inspection of nearby areas can provide important clues to site conditions and geo-
                  logy. For example, soil or rock layers exposed in a nearby ravine may be the same as
                  those underlying the site—but don’t count on it without other confirmation.

                  Often the most important clues to landslides or expansive clays are signs of
                  distress in existing structures. Such clues can be as subtle as a pavement heaved
                  up in the middle, or a scarp or step that may be devoid of vegetation or may
                  support a line of younger trees extending laterally across a hillside. A series of
                  shallow depressions can warn of the existence of subterranean caverns, or a mine
                  or tunnel. Such observations can be extremely important because the causes can
                  be missed by routine pattern boring; borings can reveal only what is encountered
                  by drilling, not what is in between. Regardless of how many holes are bored,
                  soil conditions between the borings are interpolated based on circumstantial
                  evidence, a knowledge of the local geology, and general observations.



                  1.4.3  Drilling Program

                  The purpose of exploration drilling is to identify, sample, and test the soils.
                  Drilling programs sometimes are laid out without a preliminary site visit but only
                  if the engineer is familiar with and experienced in the area. Sometimes an initial
                  investigation is made to select or evaluate different possible building sites and give
                  information relative to design and construction. A design not only must be safe,
                  it must be ‘‘buildable’’ within the economic and time constraints of a project.

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