PPT 6 Flashcards

1
Q

_______ is the process of adapting the program to the
unique features of the site.
*It contains proposed plans that are spatially organized on the site.

A

Conceptual design

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2
Q

Sustainable, context-responsive site
planning has three fundamental
percepts:

A
  • Design with nature
  • Design with culture
  • Design places for people
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3
Q

Planning for Site Utilities

From site inventory:

A
  1. Site Topography
  2. Hydrology Study
  3. Soil Investigation
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4
Q

Spatial variation in elevation
produces slopes that have both a
gradient and an orientation.

A

SITE TOPOGRAPHY

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5
Q
  • Types of Soil Protection
A

o Retaining Walls
o Gabions
o Geotextile

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6
Q

retaining wall

A

A _______ is a structure built for the purpose of holding back, or
retaining or providing one-side lateral confinement of soil or other
loose materials.

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7
Q

Types of Retaining Walls

A

Gravity Retaining wall
Semi-gravity Retaining Walls
Cantilever Retaining Walls
Counterfort Walls
Buttress Walls
Other Types

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8
Q

used for walls of up to about 10-12ft in height.
It is usually constructed with plain concrete
and depends completely on its own weight for
stability against sliding and overturning.

A

Gravity Retaining wall

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9
Q

fall between the gravity and cantilever types.
they depend on their own weights plus the
weight of some soil behind the wall to provide
stability.

A

Semi-gravity Retaining Walls

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10
Q
  • the most common type of retaining wall.
  • generally used for heights from about 10-25ft.
  • stem: the vertical wall
  • toe: the outside part of the footing that is
    pressed down into the soil.
  • heel: the part that tends to be lifted.
A

Cantilever Retaining Walls

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11
Q

retaining walls with cross walls are behind the
stem (i.e., inside the soil) and not visible.

A

Counterfort Walls

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12
Q

retaining walls with visible cross walls (i.e., on the toe side).

A

Buttress Walls

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13
Q

commonly placed at a property boundary or next to an existing building.
- abutments may very well have wing wall extensions on the sides to retain the
soil in the approach area.
- in addition to other loads, abutments will have to support the end reaction
from the bridge.

A

Other Types

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14
Q

______ are made of wire gabion baskets or cage filled with rocks.
This construction is among the strongest available and used
commercially to stabilize shorelines and riverbanks from erosion.

A

Gabion walls

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15
Q

__________ are synthetic fabrics
with physical and engineering
properties that are used to
enhance soil properties or to
improve structural performance.

A

Geotextiles

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16
Q

plastic nets or grids
used for soil reinforcement.

A

geogrids

17
Q

impervious
rubber or plastic sheets used for water
or vapor barriers.

A

geomembranes

18
Q

a combination
of a fabric, grid, or membrane.

A

geocomposites

19
Q

Geotextiles
Applications of Geotextiles

A
  1. Separation – geotextiles will prevent two soil layers
    of different particle sizes from mixing with each
    other, as is illustrated the image below.
  2. Drainage – efficiently collect superfluous water
    from structures, such as rainwater or surplus water,
    from the soil and discharge it.
  3. Filtration – ideal interface for reverse filtration in
    the soil adjacent to the geotextile. The complex
    needle-punched structure of the geotextile
    enables the retention of fine particles without
    reducing the permeability of the drain.
  4. Reinforcement – heavy geotextiles can be used to
    reinforce earth structures by means of fill materials.
    Its high soil fabric friction coefficient and high
    tensile strength is an ideal reinforcement solution.
  5. Protection – geotextiles are an ideal protection
    from erosion. A layer of geotextiles can be placed
    to prevent leaching of fine material. They can be
    used for rock beaching or as mattress structures.
    They can even easily be placed under water.
20
Q

________ is a geosynthetic material, made of polymers, that is used to
reinforce soil behind retaining walls. Installed in horizontal layers
between wall courses and extending into the soil behind a wall,
geogrid stabilizes the soil and so increases a wall system’s mass and
stability.

A

Geogrid

21
Q

Understanding the potential impact of floodwater on a site is crucial
to any developer looking to invest in a building scheme or any
planner, engineer or architect acting as an adviser to such
development.

A

HYDROLOGICAL STUDY

22
Q

HYDROLOGICAL STUDY

A

a. Analysis of rainfall – runoff

  • hydrological analysis based on
    rainfall data in the locality.
    b. Delineate Channels and
    Waterways
  • delineate catchment and
    identify critical waterways.
    c. Evaluate the capacity of
    existing drainage
  • evaluate capacity of road side
    drainage to receive flow.
  • proposed size of drainage.
    d. Recommend Flood Control
    System
  • drainage mains (layout and sizes)
  • detention pond or lagoon
  • recommend finish grade
    elevations.
23
Q

Site planning requires an
understanding of soils and how
they affect hydrology,
construction, erosion control,
and plant growth.

A

SOIL INVESTIGATION

24
Q

Implications of soils for Site Construction

A

a. Earthworks

  • excavation for utilities, cut and fill, grading, soil protection, landscaping.
    b. Footings and Foundations
  • the weight of building or structure
    is supported by the soil beneath.
    c. Drainage Requirements
  • the relationship between water
    and soil needs to be understood for the
    management of site drainage to be
    successful (including both surface and
    subsurface water).
25
Q

Geotechnical Exploration and Soil
Investigation

A

a. Land Use Feasibility

  • by generally identifying the
    portions of a site that are suitable or
    unsuitable for development, the
    planner can prepare a conceptual site
    plan.

b. Site Specific Investigations
- geotechnical explorations are
conducted to identify subsurface
conditions and to gather samples for
laboratory testing when the structural
designer needs data.

c. Critical Conditions

  • critical conditions may include
    features unique to a particular region,
    such as acid soils, limestone sinkholes,
    perched groundwater tables, peat
    deposits, or organic soil deposits.
26
Q

Soil Characteristics

A

a. Soil Phases

  • from the geotechnical or
    engineering viewpoint, soil may be defined
    as an accumulation of solid particles
    b. Physical Properties
  • these properties can include particle

size, shape, and mineralogy, along with
structure, texture, color, organic matter
content, pH, and others.

27
Q

Soil Classification

A

a. USDA Textural Classification
System

  • first developed to describe soils
    for agricultural purposes.
  • textural designations are based
    on three major particle size groups:
    sand, stilt, and clay.
    b. USCS (ASTM D-2487)
  • the USCS distinguishes soils based
    on their engineering performance as a
    construction material, and it considers
    texture, gradation, plasticity, and
    organic matter content.
    c. Grain Size
  • classification systems
    generally describe soil particles as
    cobble, gravel, sand, stilt, and clay,
    based on size.
28
Q

Engineering Properties of Soils

A

a. Bearing Capacity

  • bearing capacity is defined as what a soil is able to support per unit area.

b. Shear Strength

  • shear strength determines the stability of a soil and its ability to resist failure
    under loading

c. Frost Penetration

  • in northern climates, silty soils and soils with a wide, fairly evenly distributed
    range of particle sizes, referred to as well-graded soils, are subject to frost action.

d. Shrinkage and Swell

  • clay soils and soils containing clayey fines tend to shrink as they dry and
    expand as moisture content increases.