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Soil Improvement and Ground Modification

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Is another way to accelerate the consolidation settlement of soft, normally ... Drilling by continuous flight auger with hollow stem and backfilling with sand. ... – PowerPoint PPT presentation

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Title: Soil Improvement and Ground Modification


1
UNIVERSITI MALAYSIA PAHANG Department of Civil
and Environmental Engineering
  • Chapter 4-2
  • Soil Improvement and Ground Modification

Muzamir bin Hasan, M.Eng. Lecturer
2
Sand Drains
  • Is another way to accelerate the consolidation
    settlement of soft, normally consolidated clay
    layers and achieve precompression before the
    construction of desired foundation.
  • Sand drains are constructed by drilling holes
    through the clay layers in the field at regular
    intervals. The holes are then backfilled with
    sand.

3
Sand Drains
  • This can achieved by several means, such as-
  • Rotary drilling and then backfilling with sand.
  • Drilling by continuous flight auger with hollow
    stem and backfilling with sand.
  • Driving hollow steel piles.

4
Sand Drains
  • The soil inside the pile is then jetted out after
    which backfilling with sand is done.
  • After backfilling the drill holes with sand, a
    surcharge is applied at the ground surface.
  • This surcharge will increase the pore water
    pressure in clay.
  • The excess pore water pressure in the clay will
    be dissipated by drainage both vertically and
    radially to the sand drains which accelerates
    settlement of the clay layer.

5
Sand Drains
6
Sand Drains
7
Prefabricated Vertical Drains (PVDs)
  • Also known as wick or strip drains, were
    originally developed as substitute for commonly
    used sand drain.
  • With the advent of material science, these drains
    are manufactured from synthetic polymers such as
    polypropylene and high density polyethylene.
  • PVDs are normally manufactured with a corrugated
    or channeled synthetic core enclosed by a
    geotextile filter.

8
Prefabricated Vertical Drains (PVDs)
  • Installation rates reported in the literature are
    on the order of 0.1 to 0.3 m/s, excluding
    equipment mobilization and setup time.
  • PVDs have been used extensively in the past for
    expedient consolidation of low permeability soils
    under surface surcharge.
  • The main advantage of PVDs over sand drain is
    that they do not require drilling and thus,
    installation is much faster.

9
Prefabricated Vertical Drains (PVDs)
10
Prefabricated Vertical Drains (PVDs)
11
Prefabricated Vertical Drains (PVDs)
12
Prefabricated Vertical Drains (PVDs)
13
Prefabricated Vertical Drains (PVDs)
14
Prefabricated Vertical Drains (PVDs)
  • The Consolidation Problem
  • The design of structures on soft compressible
    soils (clays) has created problems for owners,
    engineers and contractors. Construction without
    soil treatment is usually impractical due to
    unpredictable long-term settlement. Simple
    surcharging as a soil consolidation method can
    take many years. Soil consolidation using PVDs
    can rapidly increase settlement rates and cut
    project durations drastically.

15
Prefabricated Vertical Drains (PVDs)
  • What are PVDs?
  • PVDs are installed vertically to depths
    exceeding 200 feet (65 meters). The water, under
    pressure in excess of hydrostatic, flows through
    the filter fabric of the PVDs and into the
    channels of the PVDs core where it can flow
    vertically out of the soil. This flow may be
    either up or down to intersecting natural sand
    layers or to the surface where a sand drainage
    blanket or prefabricated horizontal strip drains
    are provided. The water in the soil has only to
    travel the distance to the nearest PVDs to reach
    a free drainage path.

16
Prefabricated Vertical Drains (PVDs)
  • The PVDs core is made of high quality flexible
    polypropylene which exhibits a large water flow
    capacity in the longitudinal direction of the
    core via preformed grooves or water channels on
    both sides of the core. Each PVDs can provide a
    greater vertical discharge capacity than a 6 inch
    diameter sand column.

17
Prefabricated Vertical Drains (PVDs)
  • The PVDs core is tightly wrapped in a geotextile
    filter jacket of spun-bonded polypropylene which
    has a very high water permeability while
    retaining the finest of soil particles. Both the
    core and geotextile filter jacket have high
    mechanical strength, a high degree of durability
    in most environments, and high resistance to
    chemicals, micro-organisms, and bacteria.

18
Prefabricated Vertical Drains (PVDs)
  • How are PVDs designed?
  • The PVDs are usually placed in a triangular
    configuration of 3 to 12 feet (1 to 4 meters) -
    depending on the desired consolidation time. As a
    result of this method of accelerating the
    consolidation process, uneven post-construction
    settlements can be virtually eliminated.

19
Prefabricated Vertical Drains (PVDs)
20
Prefabricated Vertical Drains (PVDs)
21
Prefabricated Vertical Drains (PVDs)
22
Prefabricated Vertical Drains (PVDs)
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