Construction-of-Low-Cost-Houses/C2/Layout-and-Excavation-for-Foundation/English
Title of scriptLayout and Excavation for Foundation
Author: Dr. N. Varma, Chitra Devi, Madhuri Ganapathi
Keywords: Foundation soil, Excavation, Layout plan, Tools for Excavation, Sign boards, spoken tutorial, video tutorial.
Visual Cue | Narration |
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Title slide |
Welcome to this Spoken Tutorial on Layout and Excavation for Foundation. |
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Learning Objectives |
In this tutorial we will learn about,
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Prerequisites |
To practise this tutorial, learners should be familiar with basic construction methods. |
Types of foundation soil.
1a-blackcotton-soil.jpeg 1b.sandy soil.jpg 1c.Hard rock.jpg 1d.wet-clay.jpg |
We will begin with types of foundation soil. |
2.Type-of- foundation- soil.png | The selection criteria for foundation depends on:
soil condition. load from structure to be constructed water table and other factors. |
3.Hard rock.jpg | Hard murum and hard rocks
Hard murum and hard rocks are the most suitable foundation strata. In this there is minimum risk of soil settlement. A 2 brick thick wall foundation with good quality bricks is required. |
4.soft-murum.jpg
5.Plinth-Beam.jpg |
Sandy clay, soft murum and rock
These soils lose some strength when wet. A 2.5 brick thick wall foundation with good quality bricks is required. RCC band at plinth level has to be provided to prevent unequal settlement. |
6a.black-cotton-soil.jpg
6b.blackcotton-soil.jpeg 6c.black-cotton-soil-ontop.jpg 6d.black-cotton-soil-sandy-soil.jpg |
Black cotton soil
Black cotton soil is not good for foundation. It swells when wet and shrinks with wide cracks when dry. If black cotton soil is available in shallow depth, it has to be removed. RCC strip foundation and plinth band for brick wall has to be provided. It will protect from unequal settlement. |
7a.sandy soil.jpg
7b.strip footing.jpg 7b.strip footing.jpg |
Sandy soil
Sandy strata are not good for foundation. It changes volume considerably due to moisture. Soil protection has to be provided to avoid high risk of soil erosion. RCC strip footing and plinth band has to be provided. |
8.wet-clay.jpg
9.Dry-rubble-soiling.jpg 9a.wodden-compactor.png 9b.wooden-compactor-with measurements.png 10.clay-and-filled-soil.png |
Clay
Clay has good strength when it is dry but it is very weak when it is wet. There is a high risk for foundation settlement. To prevent foundation settlement, dry rubble soling has to be provided. Here, hard stone of 25 to 60 cm size with flat surface down is required. Compaction has to be done for 3 days using a wooden circular block. A Circular block of 35 cm diameter and 1 m height with 2 handles is used. RCC strip footing and plinth band for unequal settlement has to be provided. A 2.5 brick thick wall foundation using good quality bricks has to be built on such soils. |
11.filled soil.jpeg | Filled soil
Suitability of foundation on filled soil depends on type of soil and its compaction. Proper compaction of soil is required. RCC strip footing and plinth band for unequal settlement has to be provided. |
Only Narration | Layout plan |
12.ground-floor.png | First we will discuss a typical 2 room layout plan.
Minimum carpet area admissible is 25 square metres. In case of a 2 room house the first room preferably, has to be bigger in size. Its size has to be 9 sq m, with a minimum width of 2.5 m. Second room’s size has to be 6.5 sq m with a minimum width of 2.1 m. Minimum area of individual kitchen may be 2.7 sq m with a minimum width of 1.5 m. Minimum size of combined bath and WC shall be 1.8 sq m with minimum width of 1 m. Width of the verandah may be 1.8 to 3.0 m. Room sizes can be altered within provisions of National building code of india. |
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Tools |
Tools for setting the layout and excavation. |
13a.iron-arrows.jpeg
13b.iron arrow.png |
Iron arrows
These are used to fix the points on the ground. |
14a.liness-pins.jpg
14b.lines-pins.jpg |
Line and pins
Lines and pins are used for marking the lines on the ground. |
15a.measuring-tape.jpg
15b.measuring tape.png |
Measuring tape
Measuring tape is used to measure the dimensions on the ground. |
16a.Diging Bar.jpg
16b.digging bar.jpg |
Digging bar
Digging bar is used to loosen the soil. |
17a.pickaxe.png
17b.pickaxe.jpg |
Pick axe
Pick axe is used to excavate hard soil and soft rock. |
18a.Chisel.jpg
18b.hammer.jpg |
Chisel and hammer
Chisel and hammer are used to cut the rock. |
19a.hoe.jpg
19b.hoe.png |
Hoe
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20a.head-pan.jpg
20b.headpan.png |
Head pan Head pan is used to carry the excavated soil out of the site or to refill the site. |
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Steps for Setting the Layout |
Steps for setting the layout
Demarcation of the center line on the site. |
21a.debris.jpg
21b.Cleared land.jpg Make two images in to one image- combine |
Site cleaning
Grass vegetation and debris if any has to be removed from the proposed building plot. |
22a.layout marked with iron pegs.jpeg
22b.layout-with-measurements.png 23.markings-white-lime.jpg |
Demarcation of the center line on the site.
For rectangular layout up to 16 m length, setting out can be done manually. Set all the building corners on the ground using iron arrows. The adjoining lines on the ground should be perpendicular to each other. For this a simple perpendicularity theorem is used. Sum of the squares of two perpendicular lines is equal to square of the third line. Mark center lines for all the load bearing walls on the ground using white lime.
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Excavation |
Foundation strata have to be checked before the process of excavation. |
24.Checking-excavation strata.jpeg |
The foundation strata are checked using a crowbar.
It shall be a minimum 50 cm depth in normal cases. If the crowbar is not easily penetrating in the soil, the strata are hard. Such strata are good for laying the foundation. In case of weak soils, advice from the technical support system is required. |
25.losening-soil.jpg
26.Excavation.jpeg 27.foundation pit after excavation clay .jpeg 27a.Excavated foundation pit in hard moorum.jpg |
Let us begin the process of excavation.
Loosen the soil using a digging bar and pick-axe. Carry out the excavation using hoe. Remove the excavated material. Using a head pan, stack it beyond 2 meters or more. This is to avoid falling of the soil in the pit again. Carry out excavation up to 50 cm or more till hard strata is reached. |
28.work-in-progress.jpg
29a.precaution.jpeg 29b.Water on pit.png |
Safety precautions during excavation
Placing sign boards in the construction site is a must. For deep foundations, care has to be taken to prevent collapse of side walls. During monsoons the excavated pits get flooded with water.
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References |
References
IS:1904-1986 IS: SP7-2005 National Building Code of India |
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Summary |
With this we come to the end of this tutorial.
Let us summarize.
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About Spoken Tutorial project |
The video at the following link summarizes the Spoken Tutorial project.
Please download and watch it. |
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Spoken Tutorial workshops |
The Spoken Tutorial Project team
conducts workshops and gives certificates.
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Forum for specific questions Do you have questions in THIS Spoken Tutorial? Please visit this site https://forums.spoken-tutorial.org Choose the minute and second where you have the question Explain your question briefly The Spoken Tutorial project will ensure an answer You will have to register to ask questions. |
Do you have questions in THIS Spoken Tutorial?
Please visit this site Choose the minute and second where you have the question Explain your question briefly The Spoken Tutorial project will ensure an answer You will have to register to ask questions |
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Acknowledgments |
The Spoken tutorial project was established by the Ministry of education, government of India.
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Thank You |
This tutorial is contributed by Dr. Narsingh Varma, Chitra Devi, Arthi Vardarajan and Madhuri Ganapathi from IIT Bombay.
Thank you for watching |