The Constructor

NOVEMBER 15, 2011

The bricks should be compact, homogeneous, free from holes, cracks, flaws, air-bubbles and stone lumps. Good brick masonry should utilize bricks which are sound, hard, well burnt and tough with uniform colour shape and size. These bricks should be properly soaked in water for at least two hours before use.

Construction 247

Construction Concrete Foundation Materials 247

The Constructor

MARCH 17, 2012

Thus, Therefore, the maximum compressive service load that can be supported by a single pile is its total resistance less the self weight of the pile, W. Thus A pile can also resist a tensile load. These ultimate values are divided by a partial factor of safety of between 2 and 3 to give the allowable values F eb and F sf.

Concrete 230

Concrete Foundation Materials Engineering 230

The Constructor

MARCH 27, 2012

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Concrete 230

Concrete Construction Foundation Materials 230

The Constructor

JANUARY 1, 2012

The benefits of using steel fibres in concrete are as follows: 1. Steel Fibres are generally distributed throughout a given cross section whereas reinforcing bars or wires are placed only where required 2.

Concrete 244

Concrete Foundation Materials Design 244

The Constructor

NOVEMBER 27, 2011

hardened concrete). hardened concrete). hardened concrete). hardened concrete). hardened concrete). hardened concrete). Procedure as per IS 516 – Methods of tests for strength of concrete 1.

Concrete 169

Concrete Foundation Materials Design 169

The Constructor

MARCH 19, 2012

When concrete is fresh and in its liquid state it must be restrained within a mould in order for it to set in its required shape. A smooth outer surface provides the main support for the concrete as it sets. Formwork is the term used to describe this mould. For most in-situ pours, the formwork is made of wood.

Concrete 223

Concrete Foundation Materials Design 223

The Constructor

AUGUST 18, 2012

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Concrete 139

Concrete Foundation Materials Contract 139

The Constructor

AUGUST 7, 2012

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Concrete 223

Concrete Foundation Maine Materials 223

The Constructor

NOVEMBER 20, 2011

The concrete shall be deemed to comply with the strength requirements if: a) every sample has a test strength not less than the characteristic value;or b) The strength of one or more samples though less than the characteristic value, is in each case not less than the greater of : 1) The characteristic strength minus 1.35

Concrete 229

Concrete Design Foundation Materials 229

The Constructor

AUGUST 8, 2012

Their surface appearance derives either directly from the profile of the mould in which they are cast, or from work undertaken on the surface of the panel after removal from the mould.

Concrete 123

Concrete Foundation Design Materials 123

The Constructor

MARCH 27, 2012

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Concrete 240

Concrete Foundation Materials Design 240

The Constructor

APRIL 2, 2012

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Concrete 223

Concrete Foundation Materials Design 223

The Constructor

SEPTEMBER 10, 2012

Reply Leave a Reply Click here to cancel reply Your name (Required) Your e-mail (Your email wont be published) (Required) Your website Notify me of followup comments via e-mail About The Author This blog is authored and maintained by Gopal Mishra. He is the founder of The Constructor and works in a reputed construction company.

Project Management 242

Project Management Management Concrete Foundation 242

The Constructor

NOVEMBER 27, 2011

This method is also used to find out 28 days compressive strength of concrete in 28 hours. (As As per IS 9013-1978-Method of making, curing and determining compressive strength of accelerated cured concrete test specimens).

Concrete 218

Concrete Foundation Materials Design 218

The Constructor

MARCH 19, 2012

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Concrete 235

Concrete Inspections Foundation Materials 235

The Constructor

JANUARY 17, 2012

The complete pier segment is then used as an erection platform and launching base for all subsequent travelling formwork and concrete segment construction. Special formwork is positioned and cast-in-situ pier segment is begun. Cast-in-situ segments range between 3mm to 5m in length with formwork moving in tandem with each segment.

Construction 214

Construction Concrete Foundation Materials 214

The Constructor

AUGUST 7, 2012

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Concrete 190

Concrete Construction Foundation Materials 190

The Constructor

MARCH 17, 2012

Prestressed Concrete Piles CLASSIFICATION OF PILES LOAD ON PILES NEGATIVE SKIN FRICTION ON PILES Can foundation Piles be welded, if yes what is the welding procedure to be followed? Tweet Loading GET LATEST TOPICS IN YOUR EMAIL- SUBSCRIBE NOW. Related posts: Advantages of Precast pile foundation over Cast-in-situ pile foundations?

Concrete 202

Concrete Foundation Materials Engineering 202

The Constructor

NOVEMBER 1, 2011

Sulphate attack in concrete foundation and cement mortar below ground level. Movement in walls above ground level and expansion and deterioration of cement mortar and concrete below ground level. Cracking in walls in line of weakness in structure. Clayey soil with high sulphate content. Inadequate support to foundation from land-fill.

Foundation 240

Foundation Concrete Construction Materials 240

The Constructor

JANUARY 17, 2012

He is the founder of The Constructor and works in a reputed construction company. Advertisement Hot Topics Recent Topics Most Viewed Most Discussed FOUR PHASES OF PROJECT MANAGEMENT WHAT IS PROJECT MANAGEMENT?

Construction 206

Construction Concrete Foundation Design 206

The Constructor

NOVEMBER 16, 2011

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Residential 240

Residential Site Plans Concrete 240

The Constructor

JANUARY 17, 2012

With this method a crane or self launching gantry system can place upto six segments per day. The repetitive nature of this method allows for a variety of modern placement techniques to be used, though balanced or free cantilever about a pier is a preferred choice.

Construction 209

Construction Concrete Foundation Materials 209

The Constructor

MARCH 26, 2012

The different materials are used according to their strengths and weaknesses to provide simple, buildable and competitive high-quality structures that offer consistent performance.

Concrete 214

Concrete Construction Foundation Materials 214

The Constructor

NOVEMBER 22, 2011

It has many advantages when compared to the normal conventional concrete. Fly ash is considered as one of the waste industrial product that cannot be easily disposed.

Concrete 224

Concrete Foundation Materials Design 224

The Constructor

NOVEMBER 28, 2011

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Concrete 133

Concrete Foundation Materials Design 133

The Constructor

DECEMBER 17, 2011

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Concrete 162

Concrete Portland Foundation Materials 162

The Constructor

NOVEMBER 15, 2011

Nominal Mixes In the past the specifications for concrete prescribed the proportions of cement, fine and coarse aggregates. These mixes of fixed cement-aggregate ratio which ensures adequate strength are termed nominal mixes.

Concrete 240

Concrete Design Foundation Materials 240

The Constructor

AUGUST 10, 2012

These are: Mild exposure Moderate exposure Severe exposure Very severe exposure, and Extreme exposure.

Concrete 181

Concrete Foundation Environment Materials 181

The Constructor

MARCH 21, 2012

The size of movement depends upon the change in temperature and the coefficient of thermal expansion o f concrete.

Concrete 194

Concrete Foundation Contract Materials 194

The Constructor

MARCH 25, 2012

Use of Precast Concrete in frames: There are two main types of precast building frame.

Concrete 233

Concrete Foundation Maine Materials 233

The Constructor

MARCH 19, 2012

Thicker plywood may be used when the weight of concrete causes a standard thickness plywood to bow out, distorting the concrete face. Note the different thickness: A standard plywood thickness on site is 18mm. this is usually sufficient for most pours. However, if the formwork is curved, a thinner plywood is used to facilitate bending.

Materials 136

Materials Concrete Fabrication Foundation 136

The Constructor

NOVEMBER 8, 2011

This type of shrinkage is caused by the loss of moisture from the cement paste constituent, which can shrink by as much as 1% per unit length.

Concrete 229

Concrete Foundation Contract Materials 229

The Constructor

JANUARY 14, 2012

He is the founder of The Constructor and works in a reputed construction company.

Concrete 203

Concrete Foundation Materials Contract 203

The Constructor

NOVEMBER 15, 2011

vi) The bottom of all trenches should be well rammed before placing the concrete in position. 2) The axial lines (center lines) of the trenches are marked with the help of profiles, sighting rails, strings and pegs. (3) 2) The axial lines (center lines) of the trenches are marked with the help of profiles, sighting rails, strings and pegs. (3)

Foundation 189

Foundation Concrete Materials Design 189

The Constructor

MARCH 25, 2012

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Concrete 171

Concrete Foundation Materials Design 171

The Constructor

MARCH 18, 2012

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Concrete 235

Concrete Foundation Materials Design 235

The Constructor

NOVEMBER 5, 2011

Posted in Category: Videos Leave a Reply Click here to cancel reply Your name (Required) Your e-mail (Your email wont be published) (Required) Your website Notify me of followup comments via e-mail About The Author This blog is authored and maintained by Gopal Mishra.

Concrete 103

Concrete Foundation Materials Contract 103