What is the advantages and disadvantages of end bearing piles in construction?

What are the advantages and disadvantages of friction piles in construction?

1) In machines the mechanical parts which rub with each other wear out. 2) Due to friction between the sole of the shoe and the floor the sole wears out. 3) Tyres of vehicles wear out because of friction. 4) Energy is wasted in overcoming the force of friction.

What is the advantages of spun piles?

advantages of spun pile

What are the advantages and disadvantage of truck?

There are many advantages and disadvantages of trucks -Carries Many Things Like Wood Logs,and piles!! -Ease of carrying Heavy piles!! ...and these are the disadvantages -The cost like the Used Carry Truck SUZUKI for sale its white AND!!it costs $647.00!! THANK YOU FOR READING AND l --------------------------------------------l -It cant't go up steep HILLS!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! - l - l l U . .

What is a possible solution to soil loss due to construction?

piles

What are the advantages and disadvantages of under reamed piles foundations?

1. enlarged base (underream), also known as bell, which increases the base bearing capacity and load carrying capacity. 2. DECREASES THE VERTICAL SETTLEMENT AND DIFFERENTIAL SETTLEMENT. 3. IT ACT AS FOUNDATION FOR UNSTABLE AND COHESIVE EXPANSIVE SOIL SUCH AS BLACK COTTON SOIL. 4. The cost advantages of under-reamed piles are due to the reduced pile shaft diameter, resulting in less concrete needed to replace the excavated material. 5. Provision of under reamed bulbs has the advantage of increasing the bearing and uplift capacities. 6. It also provides better anchorage at greater depths 7. These piles are efficiently used in machine foundations, over bridges, electrical transmission tower foundation sand water tanks

Briefly explain the difference between the end bearing piles and the friction piles?

4. End-bearing piles. Typical end-bearing piles aredriven through very soft soil, such as a loose silt-bearingstratum underlain by compressible strata. Rememberthis factor when determining the load the piles cansupport safely.5. Friction piles. When a pile is driven into soil offairly uniform consistency and the tip is not seated in ahard layer, the load-carrying capacity of the pile isdeveloped by skin friction. The load is transferred to theadjoining soil by friction between the pile and thesurrounding soil. The load is transferred downward andlaterally to the soil

What are enumerated items in construction?

things like bakau piles, door and windows

What are the advantages and disadvantages of cast in place concrete piles?

ADVANTAGES OF CAST IN SITU CONCRETE PILE1. Wastage of material is less as only the required length is cast2. No case of stresses due to handling and driving and hence no extra reinforcement for these3. Transportation is avoided4. Time for curing is saved5. No fear of breaking of piles and those are not blown by hammers6. They can be designed for heavy loads by providing bulbs or pedestals

Difference between deep and shallow foundation?

Shallow foundation: A type of foundation that is used when the earth directly beneath a structure has sufficient bearing capacity to sustain the loads from the structure Deep foundation: A type of foundation that is used when the soil near the ground surface is weak. 1. Light, flexible structure: older residential construction, residential construction which include a basement, and in many commercial structures, 2. Nice soil condition: hard, uniform soil. 3. Cheaper than deep foundation 4. Easier construction 5. Typically types: spreading footing foundation, slab-on-grade foundation, pad foundation, strip foundation, and raft foundation. Spreading footing foundation: controlled by several factors: lateral and vertical capacity, penetration through near surface layers likely to change volume due to frost heave or shrink-swell. Mat-slab foundation: the distribution of loads in a mat slab helps reduce differential settlement due to the non-uniform building loads 1. Heavy, rigid structure: other uncommon building, such as large bridge, tower, and the Empire State Building. 2. Poor soil condition: liquefaction, soft clay and sands. 3. Typically more expansive 4. More complex to construct and more time than shallow foundation. 5. Typically types: battered piles, bearing piles, caissons, and friction piles. Friction piles: Friction piles obtain a greater part of their carrying capacity by skin friction or adhesion. This tends to occur when piles do not reach an impenetrable stratum but are driven for some distance into a penetrable soil. Their carrying capacity is derived partly from end bearing and partly from skin friction between the embedded surface of the soil and the surrounding soil. End bearing piles: End bearing piles are those which terminate in hard, relatively impenetrable material such as rock or very dense sand and gravel. They derive most of their carrying capacity from the resistance of the stratum at the toe of the pile.

What are the types of shallow foundation?

Isolated square footingStrip footingCombined footingStrap footing

What are the disadvantages of ginger?

ginger nature is hot. so avoid it in piles fissure or any disease. which is created with heat in body

What are the disadvantages of eating chicken hearts?

you know if you eating chicken hearts it will increase your body heat and will result in piles problem