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Geotechnical Engineering

Home/Geotechnical Engineering/Page 5

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Asked: January 11, 2019In: Geotechnical Engineering

Soil Sample for Proctor Compaction Test

Ishaq Ahmed
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I have confusion regarding proctor compaction test. As per Is code 2720: 8, soil sample used should be sieved through 19mm sieve.Then what is the relevance of 4.75mm sieve? Please clarify me regarding the soil sample and the usage of ...

  1. Madeh Izat Hamakareem

    Madeh Izat Hamakareem

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    Added an answer on July 29, 2019 at 4:24 pm

    As per Is code 2720: 8 section 4.1.1, Sieve No.4 is used to check whether aggregation materials after they have been broken into individual particles. and only individual particles shall be retained on the sieve no. 4. So, sieve No. 4 is used to check whether the aggregation materials have been brokRead more

    As per Is code 2720: 8 section 4.1.1, Sieve No.4 is used to check whether aggregation materials after they have been broken into individual particles. and only individual particles shall be retained on the sieve no. 4. So, sieve No. 4 is used to check whether the aggregation materials have been broken down properly or not.

    Based on ASTM D698-00a, Sieve no. 4 used to determine the method of compaction test. This Standard provides three Method of testing namely Method A, Method B, and Method C.

    Method A may be used if 20 % or less by mass of the material is retained on the No. 4 (4.75-mm) sieve.

    Method B Shall be used if more than 20 % by mass of the material is retained on the No. 4 (4.75-mm) sieve and 20 % or less by mass of the material is retained on the 3⁄8-in. (9.5-mm) sieve.

    Method C —Shall be used if more than 20 % by mass of the material is retained on the 3⁄8-in. (9.5-mm) sieve and less than 30 % by mass of the material is retained on the 3⁄4-in. (19.0-mm) sieve.

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Asked: September 19, 2020In: Geotechnical Engineering

What is the equation of A-line in the plasticity chart?

aviratdhodare
aviratdhodare

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aviratdhodare

What is the equation of A-line in the plasticity chart?

  1. nikeetasharma

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    Added an answer on November 26, 2020 at 12:09 pm

    Fine grained soils are classified based on the plasticity chart. The equation of A line is ; Ip=0.73(liquid limit -20) Ip=plasticity index

    Fine grained soils are classified based on the plasticity chart. The equation of A line is ;

    Ip=0.73(liquid limit -20)

    Ip=plasticity index

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Asked: September 23, 2020In: Geotechnical Engineering

How can Artificial Intelligence be used in Geotechnical Engineering?

nikeetasharma
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How can Artificial Intelligence be used in Geotechnical Engineering?

  1. AdityaBhandakkar

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    Added an answer on October 8, 2020 at 6:07 pm
    This answer was edited.

    Hi, Geotechnical engineering deals with materials (e.g., soil and rock) that, by their very nature, exhibit varied and behavior due to the physical processes associated with the formation of these materials. Modeling such materials' behavior is complicated and usually beyond the ability of most tradRead more

    Hi,

    Geotechnical engineering deals with materials (e.g., soil and rock) that, by their very nature, exhibit varied and behavior due to the physical processes associated with the formation of these materials. Modeling such materials’ behavior is complicated and usually beyond the ability of most traditional forms of physically-based engineering methods. Artificial intelligence (AI) is becoming more popular and particularly amenable to modeling most geotechnical engineering materials’ complex behavior because it has demonstrated superior predictive ability compared to traditional methods. Over the last decade, AI has been applied successfully to virtually every problem in geotechnical engineering. However, despite this success, AI techniques are still facing classical opposition due to some inherent reasons such as lack of transparency, knowledge extraction, and model uncertainty, which will discuss in detail in this chapter. Among the available AI, techniques are artificial neural networks (ANNs), genetic programming (GP), evolutionary polynomial regression (EPR), support vector machines, M5 model trees, and K-nearest neighbors (Elshorbagy et al.,2010). This chapter will focus on three AI techniques, including ANNs, GP, and EPR. 

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Asked: July 15, 2020In: Geotechnical Engineering

What is Relative Compaction?

vivek gami
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What is Relative Compaction? How it is used on-site?

  1. Vivek Patel

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    Added an answer on July 16, 2020 at 2:40 pm

    Relative compaction is a ration of the density of soil at site to the maximum dry density of soil. like we have maximum dry density of soil have 1800 kg/m3 which determine in lab now on site we can archive 1700 kg/m3 by compaction of dumped soil so relative density of that soil on site is =1700/1800Read more

    Relative compaction is a ration of the density of soil at site to the maximum dry density of soil.

    like we have maximum dry density of soil have 1800 kg/m3 which determine in lab

    now on site we can archive 1700 kg/m3 by compaction of dumped soil

    so relative density of that soil on site is =1700/1800=0.9444 = 94.44%

    it is use for

    1. to know how much density we archive compare to design in lab
    2. sometime in specification minimum criteria of relative density are given, ex- minimum relative density at whole site should be 90%.
    3. from relative density we can calculate actual movement of soil, which is very important in tall building and structural durability calculation
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Asked: September 5, 2020In: Geotechnical Engineering

What is negative pore water pressure in soil?

aviratdhodare
aviratdhodare

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What is negative pore water pressure in soil?

  1. sanjaypakad

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    Added an answer on October 8, 2020 at 5:36 pm

    The pressure is zero when the soil voids are filled with air, and is negative when the voids are partly filled with water (in which case surface-tension forces operate to achieve a suction effect and the shear strength of the soil is increased).

    The pressure is zero when the soil voids are filled with air, and is negative when the voids are partly filled with water (in which case surface-tension forces operate to achieve a suction effect and the shear strength of the soil is increased).

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Asked: September 22, 2020In: Geotechnical Engineering

How can we differentiate clay and silt apart from its sizes?

Komal Bhandakkar
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How can we differentiate clay and silt apart from its sizes?

  1. nikeetasharma

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    Added an answer on October 9, 2020 at 9:45 am

    Here, from a geotechnical perspective you can’t differentiate silt and clay on the basis of grain size because it can be irrelevant to material behaviour. Silt and clay are both the result of the physical and chemical breakdown of the minerals in rocks. They main difference is in chemical compositioRead more

    Here, from a geotechnical perspective you can’t differentiate silt and clay on the basis of grain size because it can be irrelevant to material behaviour.

    Silt and clay are both the result of the physical and chemical breakdown of the minerals in rocks. They main difference is in chemical composition and particle size.

    Silt is composed of silicate minerals, or those containing silicon and oxygen.

    Clay is composed of metal silicates, or silicates with metals like magnesium or aluminum associated with it.

    But in terms of handling the two as part of an experiment, the main discernible difference is particle size. Sand particles are larger than silt particles which are in turn larger than clay particles. Silt particles are about 0.05 to 0.002 millimeters in size. Clay particles are smaller than micrometer in size. So silt particles are too small to really be felt with your fingers like grains of sand. But wet silt will feel very smooth like finely ground baking flour. Clay particles are so small that they will simply feel sticky. You won’t be able to move them around your fingers like silt particles. This stickiness will be the main difference between the two in terms of touch.

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Asked: June 24, 2020In: Geotechnical Engineering

What is Braced Excavation?

Rohan Chaugule
Rohan Chaugule

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What is Braced Excavation?

  1. Kuldeep Singh

    Kuldeep Singh

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    Added an answer on June 28, 2020 at 10:30 pm
    What is Braced Excavation?

    Braced excavation is a method where deep excavations with straight vertical faces are laterally supported by a sheeting and bracing system until the structure is built. In deep excavations creating a safe slope on the excavation face just for safety is generally not feasible due to high cost, inabunRead more

    Braced excavation is a method where deep excavations with straight vertical faces are laterally supported by a sheeting and bracing system until the structure is built.

    In deep excavations creating a safe slope on the excavation face just for safety is generally not feasible due to high cost, inabundance of space and other structures present nearby. So, the excavation is temperorly supported by sheets/walls and struts, which are removed individually when their requirements cease. Relatively flexible sheets/walls are placed against excavation walls and supported by horizontal struts which in turn resist the earth pressure in compression.

    Some methods are vertical timber sheeting, shoring, steel sheet piling, soldier beams and also tiebacks.

    These structures might not be removed later but they may or may structurallynot be structurally important apart from offering temperorly lateral support. For example, tie backs support excavations and also replace permanent retaining walls.

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Asked: July 7, 2020In: Geotechnical Engineering

In which type of soil ‘Floating foundation’ can be used?

Ancy Joby
Ancy Joby

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In which type of soil ‘Floating foundation’ can be used?

  1. nikeetasharma

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    Added an answer on December 18, 2020 at 10:01 pm

    Floating foundation can be used in on high moisture soils.

    Floating foundation can be used in on high moisture soils.

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