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FEA Studies On The Interfacial Behavior Of Epoxy-CFRP Composites

FEA Studies On The Interfacial Behavior Of Epoxy-CFRP Composites

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Civil Engineering Hand Written Notes Surveying Part-2

Civil Engineering Hand Written Notes Surveying Part-2

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Civil Engineering Hand Written Notes Surveying Part-1

Civil Engineering Hand Written Notes Surveying Part-1

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Civil Engineering Hand Written Notes Transportation Engineering Part-1

Civil Engineering Hand Written Notes Transportation Engineering Part-1

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Civil Engineering Hand Written Notes RCC & PSC Part-2

Civil Engineering Hand Written Notes RCC & PSC Part-2

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Civil Engineering Hand Written Notes RCC & PSC Part-1

Civil Engineering Hand Written Notes RCC & PSC Part-1

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Civil Engineering Test Preparation : Part 2

Civil Engineering Test Preparation : Part 2

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Civil Engineering Test Preparation : Part 1

Civil Engineering Test Preparation : Part 1

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Equivalent Strut Width For Partial Infilled Frames

Equivalent Strut Width For Partial Infilled Frames

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Public Private Partnership In Ghana A Panacea To The Infrastructural Deficit

Public Private Partnership In Ghana A Panacea To The Infrastructural Deficit

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Theoretical Discussion Of A Model Of Permeability Based On Soil Particle Diameters

Theoretical Discussion Of A Model Of Permeability Based On Soil Particle Diameters

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Walnut Shell For Partial Replacement Of Fine Aggregate In Concrete Modeling And Optimization

Walnut Shell For Partial Replacement Of Fine Aggregate In Concrete Modeling And Optimization

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Assessment Of Concrete Produced With Foundry Waste As Partial Replacement For River Sand

Assessment Of Concrete Produced With Foundry Waste As Partial Replacement For River Sand

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Assessment Of Compensation For Delay Claims In Case Of Partial Disruption In Work

Assessment Of Compensation For Delay Claims In Case Of Partial Disruption In Work

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Codal Comparisons For The Seismic Resistance Of Steel Moment Resisting Frames (MRFs) Part B Design Approach

Codal Comparisons For The Seismic Resistance Of Steel Moment Resisting Frames (MRFs) Part B Design Approach

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Codal Comparisons For The Seismic Resistance Of Steel Moment Resisting Frames (MRF) Part A Codes Approach

Codal Comparisons For The Seismic Resistance Of Steel Moment Resisting Frames (MRF) Part A Codes Approach

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Basic Civil Engineering

Basic Civil Engineering

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The Effects Of Nano Silica Particles On The Physical Properties And Storage Stability Of Polymer-Modified Bitumen

The Effects Of Nano Silica Particles On The Physical Properties And Storage Stability Of Polymer-Modified Bitumen

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The Effects Of Limestone Powder Particle Size On The Mechanical Properties And The Life Cycle Assessment Of Concrete

The Effects Of Limestone Powder Particle Size On The Mechanical Properties And The Life Cycle Assessment Of Concrete

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Performance Of Concrete Paving Blocks Reinforced With Bamboo And Rice Husk Ash As Partial Replacement For Cement

Performance Of Concrete Paving Blocks Reinforced With Bamboo And Rice Husk Ash As Partial Replacement For Cement

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Basic Civil & Environmental Engineering

Basic Civil & Environmental Engineering

By N D Chaudhari And Sachin Khandekar
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Probability and Statistics For Civil Engineering

Probability and Statistics For Civil Engineering

By Dr. T. K. V. Iyengar, B. Krishna Gandhi, S. Ranganatham,M.V.S.S.N. Prasad
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Basics Of Civil Engineering

Basics Of Civil Engineering

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Basic Civil and Mechanical Engineering By Dr. S.Suayambazhahan, M.K.Thangamani Bindu

Basic Civil and Mechanical Engineering By Dr. S.Suayambazhahan, M.K.Thangamani Bindu

By Dr. S.Suayambazhahan, M.K.Thangamani Bindu
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Anuprayukt Yantriki

Anuprayukt Yantriki

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Environmental Studies And Pollution Control

Environmental Studies And Pollution Control

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Environmental Studies

Environmental Studies

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Uncertainty Analysis in Engineering and Sciences

Uncertainty Analysis in Engineering and Sciences

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Fuzzy Randomness Uncertainty in Civil Engineering

Fuzzy Randomness Uncertainty in Civil Engineering

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Fuzzy Randomness Uncertainty in Civil Engineering Vol II

Fuzzy Randomness Uncertainty in Civil Engineering Vol II

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