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FOUNDATIONS
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STRUCTURES
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WATERPROOFING
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SOILS
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PAD FOUNDATIONS
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STRIP FOUNDATIONS
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CONCRETE
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RAFT FOUNDATIONS
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DRILLED PIER FOUNDATIONS
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RETAINING WALLS
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EXCAVATIONS
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DRILLED SHAFTS
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SHEET PILE
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WALLS
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SLABS
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SLIP CIRCLES AND UNDERPINNING
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STRUCTURAL DESIGN
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FLOOR
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STEEL
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BULKHEADS
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MASONRY
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ROOF
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STONE
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COLUMNS
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DOORS
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PIPES
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TIMBER
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TIMBER PILES
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VERTICAL TRANSPORTATION STRUCTURES
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WOOD CONSTRUCTION
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Entradas populares
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A building has two basic parts: (i) Substructure or foundations, and (ii) Superstructure. Sub-structure or Foundation is the lower p...
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The load-bearing wall of a single-storey building is to be supported on a wide reinforced strip foundation. A site investigation has revea...
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When the depth of trench is large, or when the sub-soil is loose, the sides of the trench may cave in. The problem can be solved by adopting...
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The following are the various boring methods commonly used: (i) Auger boring. (ii) Auger and shell boring. (iii) Wash boring. (iv) Percus...
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A pile cap is required to transfer the load from a 400 mm × 400 mm column to four 600 mm diameter piles, as shown in Fig. 14.30 . Pile caps...
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Black cotton soils and oher expansive soils have typical characteristics of shrinkage and swelling due to moisture movement through them. Du...
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Foundations may be broadly classified under two heads: (a) Shallow Foundations (b) Deep Foundations. According to Terzaghi, a foundat...
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Live loads, also called as super-imposed loads, consisi of moving or variable loads, due to people or occupants, their furniture, temporary ...
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A column pad base is subject to an axial load of 200 kN (dead) plus 300 kN (imposed), and a bending moment of 40 kNm. To suit site constrai...
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Piles may be of timber, steel or concrete. When the piles are of concrete, they are to be precast. They may be driven either vertically or...

Archivo del blog
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2012
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December
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- Augered Piles - Characteristics.
- Bored Piles - Characteristics.
- Driven Cast In Situ Piles.
- Driven Precast Piles.
- Concrete Piles - Uses.
- Stone/Gravel Piles.
- Pile Foundations - Uses.
- Jacking Raft.
- Buoyancy (or ‘Foating’) Raft.
- Beam Strip Raft.
- Lidded Cellular Raft.
- Cellular Raft.
- Slip-Plane Raft.
- Blanket Raft.
- Nominal Crust Raft.
- Surface Spread Foundations.
- Cantilever Balanced Pad Foundations.
- Holed Balanced Pad Foundations.
- Trapezoidal Balanced Pad Foundations.
- Rectangular Balanced Pad Foundations.
- Balanced Pad Foundations.
- Deep Mass Concrete Pads.
- Deep Reinforced Concrete Pads.
- Shallow Reinforced Concrete Pads.
- Shallow Mass Concrete Pads.
- Inverted T Beam Strips.
- Rectangular Beam Strips.
- Stone Trench Fill.
- Concrete Trench Fill.
- Concrete Strips – Plain and Reinforced.
- Masonry Strips.
- STRUCTURES: Strip footings.
- Group One – Strip and Pad Foundations.
- Foundation Types: Strip and pad foundations, Surfa...
- Site Investigation Report.
- Soil Samples and Soil Profiles.
- Recording Information – Trial Pit and Borehole Log...
- Field (site) Testing of Soils.
- Trial Pit Layout.
- Borehole Layout.
- Soil Investigation.
- Preliminary Site Reconnaissance and Site Walkabout...
- Site Survey Plan and Study of Existing Information...
- Stages of a Ground Investigation: Procedure.
- The Need for Site Investigation: The designer’s ne...
- Ground Investigation.
- Foundations: Design Procedures.
- Design Foundations: Practical Considerations.
- Post-Construction Foundation Failure.
- Changes of Soil Properties During Excavation.
- Structures: Ground treatment (geotechnical process...
- Piled Foundations - Typical Examples.
- Raft Foundations - Typical Examples.
- Strip Footings - Typical Examples.
- Pad Foundations - Typical Types.
- Structures: Buoyancy Raft.
- Prestressed Brick Diaphragm Wall and Composite Dee...
- Vierendeel Superstructure.
- Superstructure: Three pinned arch.
- Interaction of Superstructure and Soil.
- Foundations: Limit State Design.
- Foundations: Working Stress Design.
- Structures: Settlement.
- Structures: Bearing capacity.
- Foundation Safety Criteria.
- Principles of Foundation Design.
- UPLIFT CAPACITY OF SHALLOW FOUNDATIONS.
- REFERENCES.
- SETTLEMENT DUE TO IMPACT LOADING.
- SETTLEMENT OF FOUNDATIONS ON GEOGRID - REINFORCED ...
- CRITICAL NONDIMENSIONAL PARAMETERS FOR FOUNDATI...
- RELATIONSHIPS FOR CRITICAL NONDIMENSIONAL PARAMET...
- FOUNDATIONS ON GEOGRID-REINFORCED SOIL - GENERAL P...
- COMMENTS ON GEOTEXTILE REINFORCEMENT: Increase in ...
- FOUNDATIONS ON GEOTEXTILE-REINFORCED SOIL.
- DESIGN PROCEDURE FOR A CONTINUOUS FOUNDATION ON A ...
- FOUNDATIONS ON METALLIC STRIP-REINFORCED GRANULAR ...
- SHALLOW FOUNDATIONS ON REINFORCED SOIL.
- INTERFERENCE OF CONTINUOUS FOUNDATIONS IN GRANULA...
- SHALLOW FOUNDATIONS - GENERAL.
- SOIL STABILIZATION BY INJECTION OF SUITABLE GROUTS...
- SAND COMPACTION PILES AND STONE COLUMNS.
- SOIL IMPROVEMENT.
- BJERRUM AND EIDE (1956) METHOD OF ANALYSIS.
- ANCHORAGE OF BULKHEADS.
- MOMENT REDUCTION FOR ANCHORED SHEET PILE WALLS.
- DESIGN CHARTS FOR ANCHORED BULKHEADS IN SAND.
- General Principle of Design of Free Cantilever She...
- FREE CANTILEVER SHEET PILE WALLS.
- SHEET PILE STRUCTURES.
- SHEET PILE WALLS AND BRACED CUTS.
- EXTERNAL STABILITY - MSB wall.
- DESIGN CONSIDERATIONS FOR A MECHANICALLY STABILIZE...
- CONSTRUCTION DETAILS - RETAINING WALLS.
- BACKFILL AND REINFORCING MATERIALS - RETAINING WAL...
- MECHANICALLY STABILIZED EARTH RETAINING WALLS.
- EARTH PRESSURE CHARTS FOR RETAINING WALLS.
- PROPORTIONING OF RETAINING WALLS.
- CONDITIONS UNDER WHICH RANKINE AND COULOMB FORMULA...
- CONCRETE RETAINING WALLS.
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December
(121)

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