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9 March 2014 BARUAH DEVELOPERS & INFRASTRUCTURE PVT. LTD. BARUAH DEVELOPERS & INFRASTRUCTURE PVT. LTD. JORHAT & MAGNIDUS DESIGN PVT. LTD. NEW DELHI present under their CORPORATE SOCIAL RESPONSIBILITY

Is your house safe

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The second edition of the Construction Awareness Workshops organized jointly by Magnidus and BDIPL was successfully held at Jorhat on 9 March, 2014. It was attended by several key personalities from Jorhat as well as the general public. The presentation was followed by a Q&A session where architects and engineers responded to construction related queries put forward by the attendees. The theme of this edition of the workshop was 'Earthquake Resistant buildings and the Importance of Soil Testing'.

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Page 1: Is your house safe

9 March 2014 BARUAH DEVELOPERS &INFRASTRUCTURE PVT. LTD.

BARUAH DEVELOPERS & INFRASTRUCTURE PVT. LTD.

JORHAT

&

MAGNIDUS DESIGN PVT. LTD.NEW DELHI

presentunder their CORPORATE SOCIAL RESPONSIBILITY

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9 March 2014 BARUAH DEVELOPERS &INFRASTRUCTURE PVT. LTD.

ISYOURHOUSESAFE

CONSTRUCTION AWARENESS WORKSHOP # 2VENUE: C K B COMMERCE COLLEGE, JORHAT

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What are the potential dangers ?

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9 March 2014 BARUAH DEVELOPERS &INFRASTRUCTURE PVT. LTD.

Natural Disasters Man-made Disasters

Economic Disasters Family Disasters

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9 March 2014 BARUAH DEVELOPERS &INFRASTRUCTURE PVT. LTD.

What is an earthquake ?

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9 March 2014 BARUAH DEVELOPERS &INFRASTRUCTURE PVT. LTD.

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What does an earthquake do to your house?

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9 March 2014 BARUAH DEVELOPERS &INFRASTRUCTURE PVT. LTD.

Super-structure

(building)

Ground Level

Sub-structure

(foundation)

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Framed Structure normal Framed Structure during an earthquake

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TraditionalFramed Structures

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Brazil

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Japan

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England

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France

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ModernFramed Structures

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Steel (London)

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Bamboo (Kengu Kuma - Beijing)

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Bamboo (PT Bambu - Bali)

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Paper (Shigeru Ban - Hannover)

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Components of a Framed Structure

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Frame

Infill

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Framing Materials

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RCC

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Steel

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Wood

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Bamboo

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Infill Materials

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Brick

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Gypsum Board

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Paper

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Bamboo and Paper

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Bamboo Mat

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WD wall Wattle & Daub

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WD Walls

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Finish

(optional)

Wattle

Daub

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Fabian Ostner - Auroville

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Advantages of WD Walls

Earthquake Protection monolithic tensile structure

Less Steel Requirement reduced load due to light walls

Cost Effectiveness locally available materials

Climate Comfort low heat absorption

Larger Room Sizes

Aesthetic modular construction

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Some Common Construction Mishaps

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Bending of steel reinforcement

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Column thickness and clear cover being compromised

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Unnatural riser heights

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Inappropriate joining of beam to existing column

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Presented byArup Deka, IITG

Importance of Earthquake resistant design

& Soil testing

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Introduction

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What are these buildings?What problems are associated with these buildings?Are they safe during earthquake ?Why are we still constructing them ?Can we do something about these buildings ?Is there any provision in our code?

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What are these buildings ?

Cheaper and easily available construction materialsNot considered important enough during analysis and designOpen RC buildings.

Common buildings lack basic resistance to earthquake forces.

Codes do not stop us for doing so neither any encouragement

Building bye laws

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This resistance can be achieved by following simple, inexpensive principles of good building construction practice. Adherence to these simple rules will prevent all damage in moderate or large earthquakes saves lifeThese simple rules are basicallyPlanning and layout of the building involving consideration of thelocation of rooms and walls.Lay out and general design of the structural framing systemStructures should not be brittle or collapse suddenly.Resisting elements, such as bracing or shear walls, must be providedevenly throughout the buildingBearing capacity of the soil should be checked properly as firm, Soft &Weak soil

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Shear walls

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Easy to constructStraight forward reinforcement detailsEffective in reducing costMinimize earthquake damage- structural & non structural elements

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Buildings can be constructed on firm and soft soils Dangerous to build them on weak soils. Hence appropriate soil investigations should be carried outWeak soils must be avoided or compacted to improve them so as to qualify as firm or soft.For the purpose of making a building truly earthquake resistant, it will be necessary to choose an appropriate foundation type for it. The depth of footing in the soil should go below the level of shrinkage cracks in clayey soils. For choosing the type of footing from the earthquake angle, the soils may be grouped as Firm Soft & weak soil unless compacted and brought to Soft or Firm condition.

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FAILURES DUE TO SOIL STRATA

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Table 1: Physical Properties

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Liquefaction, ground failure

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Footings on sandy soils show immediate settlements whereas clays show long term settlements

Geotechnical investigation is a must for every site as soil is weakest material in the system and the failure is sudden and often leads to collapse

Rise in water table can reduce the bearing capacity significantly

clays are very stiff when dry but can become very soft when submerged

rise in water table can reduce the bearing capacity significantly

clays exhibits swelling pressures

place the foundation on firm soil

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EARTHQUAKE HAZARD ZONES 2002

Zone V MM IX or moreMM VIII

Zone II MM VI

together now make Zone II MM VI or lessArea under the zones

V 12%IV 18%III ~27%

Table damageable ~ 57%

Bearing Capacity

calculation

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dissolve or to weaken.Originally coined by Mogami and Kubo(1953)Commonly used to describe the sudden dramatic strength loss which sometimes occur in sand during seismic loading.It has been reported in many types of soil under dynamic loading

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Assam EQ, June 12,1897(ML=8.7)

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The danger of liquefaction at a site can be significantly reduced or eliminated by:DewateringIncreasing the in-situ densityMaking provisions to reduce the time required for relieving the excess pore water pressuresThese except dewatering ,may be best achieved by ground improvement techniques.

If the potentially liquefiable soil layer is located at the ground surface and is not thicker than 3.5m,the most economical solution may be removable and replacement with properly compacted nonliquefiablesoils.However, for liquefaction-prone soil layers located deeper than 3.5m from the ground surface, ground improvement techniques may be the solution

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isolated footings poor (provide tie beams)

combined footings fair (provide tie beams)

raft foundations better

pile foundations best

Type of foundations and their seismic response

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Building Codes For Engineered Construction

IS: 1893-2002 "Criteria for Earthquake Resistant Design of Structures,

Part I (Fifth Revision)" July 2002.

IS: 13920-1993 "Ductile Detailing of Reinforced Concrete Structures

subjected to Seismic forces - Code of Practice" November 1993.

IS: 4326-1993 "Earthquake Resistant Design and Construction of

Buildings - Code of Practice (Second Revision)" October 1993.

Many Good Books

Large Nos. of Conference Proceedings

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ConclusionCarry out the engineering, architecture and planning measures

- Land use zoning.- Planning of habitat,- Implementation of building codes in all new constructions, and- seismic retrofitting of existing buildings and infrastructure.

Create the supportive structure of- public awareness,- education and training- research and development about the safety from earthquake hazard.

Appropriate policy, financial and institutional support at national andstate levels needs to be provided for putting this strategy into a workableaction plan.