Disaster resilient housing

Natural disasters are sudden and dangerously powerful, making them a serious threat to communities nationwide. Professionals have learned to anticipate some like hurricanes, blizzards, and tornadoes, but others can still strike with no warning. Earthquakes of any magnitude can occur any time of the year with almost no indications. They can affect small remote areas, or destroy large cities. It’s high time that we think and act upon all serious questions related to climate change, disaster risks and disaster resilient patterns in the field of construction. Housing and settlements are facing greater challenges toughed by changing climate. A disastrously non engineered housing stock threatens to put prosperity out of reach of thousands of people and roll back decades of hard-earned development. The traditional buildings that have incorporated the accumulated traditional wisdom, technology, experience, skill and craft evolved through the ages generally have demonstrated good performance against most natural hazards. However, some modern-day structures, especially the small residential houses, are non-engineered structures without receiving the benefit of such time-tested technology or the input from engineering or architectural professionals. Non-engineered houses can suffer in hazards, but engineered houses can be resilient against hazards. Structures lacking proper connectivity and strength in its components to withstand different types of forces should be avoided when building in areas prone to disasters.

The picture given above shows the weaknesses of a Non – Engineered house. These flaws could be the reasons for the destruction of a house during a disaster. Identifying the weaknesses of the house in which one resides and adopting disaster resilient features while constructing a new house will help in reducing a disaster to their own asset, the house. The weaknesses of a non-engineered house are given below.

  1. Inadequate depth of foundation and floor located below flood level.
  2. Inadequate connection between walls or lack of a frame structure to increase the stiffness.
  3. Unsupported gable wall and perimeter walls.
  4. Diagonal cracking at corners of openings due to not providing sill and lintel beams.
  5. Poor quality building material lacking required strength and performance.
  6. Inadequate connection of roof framing to structure.
  7. Inadequate anchoring of door and window frames to structure.
  8. Inadequate anchoring of roof sheets and/or tiles to roof framing.
  9. Disturbances to existing ground conditions.
  10. Possible damages to neighbouring structures.

Damage assessment criteria

Minor Damage
  • Undamaged or minor damage
  • Broken or cracked windows
  • Some roof tiles or sheets missing
  • Superficial cracks in surface plaster
  • Minor cracks in walls
  • Slight damage – hair line cracks in few walls
  • Cracks are less than 10mm wide
  • Minimum vertical cracks in the middle of long walls and at corners.
  • Diagonal cracks in shear walls and at openings, corners
Moderate Damage
  • Up to 30% roof damage
  • Cracks in wall above window lintel level
  • Door and window frames fallen out
  • Shear cracks in non-structural walls
  • Fall of large pieces of plaster
  • Walls going out of plumb or bulging, State of impending collapse
  • Very wide cracks – more than 10 mm wide
  • The load carrying capacity of the structure is partially reduced
Severe Damage
  • Over 30% of roof damage
  • Collapse of non-load bearing wall
  • Large and extensive cracks in walls
  • Structural damage occupies from 20 to 50% of total repair cost
  • Shear cracks in columns, beams and in structural walls
  • Roof collapse
  • Collapse of large part of wall in the middle of the long walls
  • Collapse of wall corners
  • The building is unsafe and can collapse further
Destroyed
  • Major parts of the house have fallen down or destroyed
  • Failure of structural components
  • Serious fails and destruction of walls
  • Failure of concrete cover, buckling and collapse of reinforced rods
  • Structural damage cost occupies over half of total repair cost
  • Multiple fractures
  • Heavy settlements in the foundation that has resulted in collapse of major part of the house
  • The building is un-inhabitable

Each category given above represents the percentage of damage caused during a disaster to the building which includes both residential as well as community infrastructure. With the help of such damage assessment criteria, homeowners/anyone can evaluate the destruction caused to their building themselves.

Sl.no. Category Percentage of damage Repair or reconstruction
1. Minor 1 % to 30 % Can be repaired
2. Moderate 31 % to 60 % Can be repaired
3. Severe 61 % to 80% Reconstruction is required
4. Destroyed 81 % to 100% Reconstruction is necessary

House design followed by hfhi

During the unprecedented flood that happened in Kerala during August 2018, the Disaster Response team of Habitat for Humanity India responded with mainly three interventions which is collectively known as 3R’s and stands for Relief, Rehabilitation and Reconstruction. Reconstruction of houses in North Paravur proved to be a challenge as the house construction in the area followed conventional method irrespective of the soil structure. Some of the major damages identified in the houses were settlement of the foundation and severe cracks in brick walls and floor. The possible reasons behind the above mentioned damages could be design of foundation irrespective of the soil structure and water table, constructing load bearing structures instead framed structures etc.

Habitat India realized the importance of designing the structure of a house which is resilient to a disaster. Rather than creating modifications in the conventional house structure which is a load bearing structure, a framed structure design was developed taking into account the possible disasters that could affect the area in the future. The purpose of creating such a house design is to ensure strength and stability against destruction from flood and other natural disasters.

The design adopted is different from the conventional methods of construction where load bearing structure with DRY rubble masonry as foundation and basement is adopted for every type of soil. This type of foundation is more prone to settlement when constructed in loose soil. In a load bearing structure, the load from the slab is transferred to the ground through brick walls. There are possibilities where a whole house could collapse when the brick walls are damaged.

The HFH house design consists of framed structure where concrete foundations and column – beam structure is provided so that it can take high strength of load of the building. The structural frame consisting of column and beam alone can bear the total load of the building and transfer to the foundation. This design can resist high lateral forces and is more flexible when compared to a load bearing structure. Such Disaster resilient design can be adopted in unreliable soil and also withstand moderate vibrations which ensures safety.

Habitat India has designed three house plans, 500, 430, and, 420 sqft and all the three plans follow the same framed structure design with RCC footings, RCC plinth, RCC column, Brick walls, RCC lintel, RCC support beam and RCC flat roof. A total number of 12 columns are provided in a 500 sqft house plan whereas 9 columns are provided in 430 and 420 sqft plans. The house is designed as per Indian standards, CPWD as well as National Building Codes and the design is verified by Indian Architects Association. For a normal soil type and water table level, the footings goes to a depth of 150cm in to the ground to ensure strength of the foundation and consists of a RCC footing and pedestal column till the ground surface. The depth and the size of the foundation varies according to the type of soil and level of water table in the area. The specification given below for RCC footing might change as it should be designed according to the soil condition of the site.

The RCC specifications of a 430 sqft house design are given below:
  1. PCC of 1:4:8 grade with 40mm metal should be provided below the footing with 10cm thickness. The length and width of the PCC should be 20 cm more than the length and width of the footing. E.g. If the size of the footing is 100 cm x 100 cm, the size of the PCC should be 120 cm x 120 cm
  2. RCC Footing 1:2:4 grade, 80 cm x 80 cm x 40 cm, in 1:2:4 grade with 10 mm steel 15cm c/c in both ways. (Depth of the footing can be reduced to 20 cm for hard soil)
  3. Pedestal column up to Plinth beam level, 1:2:4, 4 Nos 12 mm steel and 8mm dia stirrup @ 18 cm C/C, 30 cm X 30 cm size up to a depth of 40 cm and 30 cm x 15 cm size up to 60 cm height above it. (Depth of the pedestal column can be reduced to 30 cm for hard soil)
  4. Plinth Beam 30 cm width and 45 cm height above ground level in 1:1.5:3, 4 Nos of 12mm Steel and 8mm dia steel stirrup with 18 cm c/c, with 2 layers of 15cm thick concrete block to increase the height of the plinth
  5. Superstructure with Cement brick work of solid block 12” X 8” X 6”, 15 cm thickness up to support beam
  6. RCC column with 30 cm x 15 cm size, 1:1.5:3 grade concrete with 4 nos of 12 mm steel with 8 mm dia stirrups @ 18 cm c/c.
  7. RCC lintel of size 15 cm x 15 cm size, 1:1.5:3 grade concrete with 4 nos of 10 mm steel with 6 mm dia stirrups @ 18 cm c/c
  8. RCC support beam of size 15 cm x 35 cm in 1:1.5:3 grade concrete with 4 nos of 12 mm dia steel and 8mm steel as rings @ 18 cm c/c
  9. RCC roof of 10 cm thickness in 1:2:4 grade concrete with 10 mm steel as main bar and 8mm steel as distributer @ 15 cm c/c

Things to consider while constructing disaster resilient houses

Following criteria to be considered while designing & constructing a Disaster Resilient House.
  1. Durability of Materials to be used
  2. Long Term Performance of Services (Integrated MEP Design)
  3. Climate Change – Climate Data Analysis and sudden changes in recent years
  4. Technological Obsolescence
  5. Gravitational & Lateral Loads
  6. Wind Load
  7. Shelter Design
  8. Seismic Design
  9. Flood Mapping Data & Recent Flood levels
  10. Fire Design
  11. Security
  12. Chemical & Biological Protection
  13. Forced Entry & Physical Attacks