Introduction to ArtificiaI Intelligence in Higher Education
Roxas blvd, Manila Pasay, Philippines Soil Type Research
1. ROXAS BLVD/TAFT:
SOIL TYPE
SOIL BEARING CAPACITY
FOUNDATION TYPE
PILING TYPE
Colyer, Emmanuelle Reye L.
11251026
Mendoza, Dioanna Sesa Marie A.
11253746
BLDTEC5/ DAR4/ RMA303/ MONDAY (8:00-13:00)
Arch. Rodin Isidro
2.
3. SOIL TYPE: Ground water laterite
• Laterites are soil types
rich in iron and
aluminum, formed in
hot and wet tropical
areas. Nearly all laterites
are rusty-red because of
iron oxides.
Laterite
sample(above)
A represents soil;
B represents
laterite, a
regolith; C
represents
saprolite, a less-
weathered
regolith; D
represents
bedrock (left
side)
5. SOIL TYPE: Histosols
• SUBORDERS
• Folists - Histosols that are not saturated with water for
long periods of time during the year
• Wassists - Histosols that are submerged for more than
21 hours every day
• Fibrists - Histosols that are primarily made up of only
slightly decomposed organic materials, often called
peat (RIVER BASIN)(TAFT)
• Saprists - Histosols that are primarily made up of highly
decomposed organic materials, often called muck
• Hemists - Histosols that are primarily made up of
moderately decomposed organic materials
6. Subsidence
• Subsidence is the motion of a
surface (usually, the Earth's
surface) as it shifts downward
relative to a datum such as
sea-level. The opposite of
subsidence is uplift, which
results in an increase in
elevation. Ground subsidence
is of concern to geologists,
geotechnical engineers and
surveyors.
7. SOIL TYPE: Tropofibrists/Fibrists/Peat
• These are Fibrists with an isomesic or warmer iso-
temperature regime.
• They have a mean annual soil temperature of 8°C
or higher and have greater than 5°C difference
between the mean summer and mean winter soil
temperatures at a depth of 30 cm.
• They occur in coastal mangrove swamps and
other coastal swamps and in closed depressions
of intertropical areas.
8. SOIL TYPE: Fibrists/Peat
• Fibrists Histosols that are
primarily made up of only slightly
decomposed organic materials,
often called pea
• Peat and loose waterlogged sand
are very poor subsoils. If the peat
can be stripped back to find
suitable load-bearing ground of
at least 1.5m depth, strip
foundations may be suitable. A
reinforced raft foundation will
likely be required
9. SOIL TYPE: Fibrists/Peat
• Peat in its natural state consists of water and
decomposing plant fragments with virtually no
measurable bearing strength(Munro2004).
• Peat is considered as soft soil because this soil
has high settlement value and even under
moderately applied load. These soils are found
in many countries throughout the world.
• Taft area is a waterbasin for the pasig river
so the soil is full of liquid
10. SOIL BEARING CAPACITY
• Peat soil exhibits very low bearing capacity
and this soil is not suitable for constructing
embankment, highway, building or any other
load bearing engineering structure.
12. Mass Stabilization Method;
• this method can also be used for processing
and encapsulating contaminated materials.
• Leading the way, ALLU’s Stabilization System,
which consists of three devices :
– pressure feeder,
– power mixing unit and
– control system
• – allows contractors to gain access to grounds like
swamp where it is not possible to walk.
13. PILING TYPE
• they force a
metal rod into
the ground
that equals the
estimated
weight of the
building to be
built.
Subsidence in drained Histosols of the Everglades is illustrated by the post in the center of the photo (right). The post was installed in 1924, with the top of the post at the land surface. This photo was taken ~1975 and it shows the land surface approximately 4 feet below the top of the post. This represents a subsidence rate of ~1 foot per 10 years. In contrast, organic matter accumulation rates in Histosols are usually measured in inches per 100 years.
To build on peat you need a raft foundation or a strip foundation.
Or you can use machines that mix soil to make it more stable
Or you can use machines that mix soil to make it more stable. Different types of peat – as well as clay, slurry and other soft ground materials – can be transformed into a solid layer by using a mass stabilisation method; this method can also be used for processing and encapsulating contaminated materials. Leading the way, ALLU’s Stabilisation System, which consists of three devices - pressure feeder, power mixing unit and control system – allows contractors to gain access to grounds like swamp where it is not possible to walk. The stabilisation method can also be used in treatment of contaminated lands, by encapsulating contaminants within the ground, and preventing leaching to the surrounding areas. The ALLU PMX penetrates through hard crust layers and mixes the soils effectively. The mixing effectiveness is based on the intelligent positioning of the drums that minimize the dead area of the bottom frame. The drums move and mix material in a controlled way ALLU PMX is equipped with on the hydraulic motor, gear box temperature indicator and drum rotating speed indicator to ensure effective jobsite control.
The stabilisation method can also be used in treatment of contaminated lands, by encapsulating contaminants within the ground, and preventing leaching to the surrounding areas. The ALLU PMX penetrates through hard crust layers and mixes the soils effectively. The mixing effectiveness is based on the intelligent positioning of the drums that minimize the dead area of the bottom frame. The drums move and mix material in a controlled way ALLU PMX is equipped with on the hydraulic motor, gear box temperature indicator and drum rotating speed indicator to ensure effective jobsite control.