Answer / dinesh kumar

flexible

Answer / upenderreddy

both are advisable according to the traffic volume,cost of
construction and cost of maintanance.for rigid pavement
life will be more,maintanance cost will be less but the
cost of construction will be more.for flexible pavements
cost of construction is less but maintanance cost is more
and its life is less,visibility during night time is less
compared to the rigid pavement.

Answer / sachin

FLIXIBLE PAVEMENT IS ADVISABLE DUE TO ITS ECONOMY,EASY TO
MAINTAIN .

Answer / 03265523

rigid pavement is used for water logged areas, but
maintenance cost is more when compared with flexible
pavement and maintenance work is difficult. so my advice is
flexible pavement is better

Answer / lavanya

flexible is better in INDIA

Answer / indra phukon

Rigid pavement is peferable in extensive rainfall area,
however the initial investment is more. A techno-economic
study is required considering life of pavement, initial
cost,maintainance cost and driving comfort before selecting
wheather it should be the flexible pavement or rigid
pavement. The behaviour of rigid pavement against
earthquake particularly Zone-IV & V also has to be studided
while selecting rigid pavement.

Dear sir, What is the procedure for total station?How to calculate?

3 Answers   Gammon, L&T,

Lapping Work Explain Briefly

2 Answers  

From where the relationship of target strength comes in mix design(graph)

1 Answers  

why we need pcc?

2 Answers  

what is the grade of concrete?

3 Answers  

plz tell.. how can we find weight(in kg) of 1 cum of m20 mix..? how can we find the ratio of cement sand and agregate on site i.e if we given some amount of m20 mix then hw we find the ratio..?

7 Answers  

Instrument used for determining PH of water

1 Answers  

HOW CAN DESIGN LENGTH,WIDTH AND HEIGHT THE FOUNDATION FOR THREE FLOOR BUILDING?

3 Answers  

what is the difference between compaction and consolidation?

4 Answers  

sir tell me what are the rules to find out the cut length? and what is the deduction in dia to be made ?

2 Answers  

What is the difference in Cement content for M-20 Concrete if y ou use OPC & PPC? What is the difference in the Curing Period?

2 Answers  

I used Etabs software to analyse a high-rise building. And I want to use templated UBC-codes inside to calculate the Seismic load. My question is: whether or not I have to control the seismic load by base shear load which is manual calculation? (just for more clarification: I can control this by input the scale factor into Eartquake definition in Etabs) I would highly appreciate your answer.

0 Answers